https://mdotwiki.state.mi.us/construction/api.php?action=feedcontributions&user=McGowanR&feedformat=atomMediaWiki - User contributions [en]2024-03-29T10:30:51ZUser contributionsMediaWiki 1.35.2https://mdotwiki.state.mi.us/construction/index.php?title=File:AFAD.jpg&diff=7764File:AFAD.jpg2023-11-27T16:14:27Z<p>McGowanR: </p>
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<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6337Main Page2021-07-26T19:58:47Z<p>McGowanR: /* Recent Minor Changes */ Updated Minor Change Table to reflect recent chance to Section 501 related to yield calculations.</p>
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<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
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<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
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<center>[[File:logo.jpg|250px]]</center><br />
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<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
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<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
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<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
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=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
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=[[Current News|<font color="red">Current News</font>]]=<br />
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==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
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==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>6/16/2021</center>||<center>1 Supplemental</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated Boilerplate Progress Clause Template document link (revision June 2021)||[https://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause View Here]<br />
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|<center>6/16/2021</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2021 MQAP content||[https://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2021_Summary_of_Revisions_to_the_MQAP View Here]<br />
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|<center>6/8/2021</center>||<center>1</center>||<center>[[107.01_Laws_to_be_Observed|107.01]]</center>||Created Section 107.01 Laws to be Observed||[https://mdotwiki.state.mi.us/construction/index.php/107.01_Laws_to_be_Observed View Here]<br />
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|<center>5/11/2021</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process#Office_Technician_Certification_Requirements|Certified Office Technician Process]]</center>||Clarification of Prerequisites for Office Tech Certification||[https://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&type=revision&diff=6216&oldid=6167 Compare Here]<br />
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|<center>4/19/2021</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Final_Estimates|109.07]]</center>||Updated Final Estimates information||[https://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&type=revision&diff=6151&oldid=5946 Compare Here]<br />
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|<center>3/15/2021</center>||<center>1</center>||<center>[[Digital_Calculations_for_Payment|104]]</center>||Created new Digital Calculations for Payment section under Division 1, Section 104||[https://mdotwiki.state.mi.us/construction/index.php/Digital_Calculations_for_Payment View Here]<br />
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|<center>2/9/2021</center>||<center>7</center>||<center>[[712_-_Bridge_Rehabilitation,_Concrete#Hydrodemolition|712]]</center>||Added the Site Activation/Deactivation information||[http://mdotwiki.state.mi.us/construction/index.php?title=712_-_Bridge_Rehabilitation%2C_Concrete&diff=6115&oldid=5606 Compare Here]<br />
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|<center>2/9/2021</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Other_Documentation|715]]</center>||Updated information under Item #6, Site Activation/Deactivation||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=6118&oldid=5598 Compare Here]<br />
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|<center>10/19/2020</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges|Construction Field Services Indirect Testing Charges]]</center>||Updated Construction Field Services Indirect Testing codes||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=6059&oldid=5659 Compare Here]<br />
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|<center>9/28/2020</center>||<center>7</center>||<center>[[700_-_Closure_of_Unsafe_Structures|700]]</center>||Created new section 700-Closure of Unsafe Structures under Division 7.||[http://mdotwiki.state.mi.us/construction/index.php/700_-_Closure_of_Unsafe_Structures View Here]<br />
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|<center>9/24/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#top|FieldManager]]</center>||Added new item Bi-Annual FieldManager User Account Verification Process||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#Bi-Annual_FieldManager_User_Account_Verification_Process View Here]<br />
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|<center>9/21/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#General_Procedures_for_Construction_Records_Retention|E-Construction General Procedures for Construction Records Retention]]</center>||Updated Records Retention content and Training Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6038&oldid=5982 Compare Here]<br />
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|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
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|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
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|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
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|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
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|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
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|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
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|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
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|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
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|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
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|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
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|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
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|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
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|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
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|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
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|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
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|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
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|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
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|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
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|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
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|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
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|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
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|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
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|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
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|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
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|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
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|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
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|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
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|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
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|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
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|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
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==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>7/26/2021</center>||<center>5</center>||<center>[[501_-_Plant_Produced_Hot_Mix_Asphalt#Yield|501]]</center>||Minor Update to correct yield calculation example.||[https://mdotwiki.state.mi.us/construction/index.php?title=501_-_Plant_Produced_Hot_Mix_Asphalt&type=revision&diff=6336&oldid=6206 Compare Here]<br />
|-<br />
|<center>7/20/2021</center>||<center>103.02</center>||<center>[[103.02_Contract_Revisions#Revisions_to_the_Contract|103.02]]</center>||Minor text edits of 103.02 Revisions to the Contract and 2012 to 2020 Spec Book Reference updates.||[https://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&type=revision&diff=6333&oldid=6332 Compare Here]<br />
|-<br />
|<center>7/14/2021</center>||<center>109.05C</center>||<center>[[109.05_Payment_for_Contract_Revisions#Negotiated_Prices_.28109.05.C.29|109.05C]]</center>||Updated information/language.||[https://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&type=revision&diff=6330&oldid=6317 Compare Here]<br />
|-<br />
|<center>7/13/2021</center>||<center>1</center>||<center>[[Prevailing_Wage|Prevailing Wage]]</center>||Created a new section Prevailing Wage and relocated information here from 107.01 Laws to be Observed.||[https://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage View Here]<br />
|-<br />
|<center>7/13/2021</center>||<center>1</center>||<center>[[107.01_Laws_to_be_Observed|107.01 Laws to be Observed]]</center>||Moved Prevailing Wage information to a new page.||[https://mdotwiki.state.mi.us/construction/index.php?title=107.01_Laws_to_be_Observed&type=revision&diff=6323&oldid=6277 Compare Here]<br />
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|<center>7/13/2021</center>||<center>1</center>||<center>[[Force_Account_Work|Force Account Work]]</center>||Created a new section Force Account Work, which cross-references with Section 109.05 Payment for Contract Revisions.||[https://mdotwiki.state.mi.us/construction/index.php/Force_Account_Work View Here]<br />
|-<br />
|<center>6/16/2021</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)#Dispute_Review_Board_.28DRB.29|Dispute Review Board (DRB)]]</center>||Made some text edits and added link to DRB webpage.||[https://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&type=revision&diff=6301&oldid=6169 Compare Here]<br />
|-<br />
|<center>6/16/2021</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#MDOT_Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Certified Engineer Process section content||[https://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&type=revision&diff=6288&oldid=6280 Compare Here]<br />
|-<br />
|<center>6/8/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Updated Progress Clause Template for LAP Projects (May 2021) document||[https://mdotwiki.state.mi.us/images_construction/4/49/Progress_Clause_Template_LAP_projects_2020_Specs_FINAL_05192021_726007_7.pdf View Here]<br />
|-<br />
|<center>6/8/2021</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Current Certified Engineers]]</center>||Updated certified engineer list to June 2021||[https://mdotwiki.state.mi.us/images_construction/1/11/Engineer_certification_list_-_JUNE_2021.pdf View Here]<br />
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|<center>5/24/2021</center>||<center>1 Supplemental</center>||<center>[[E-Signature|E-Signature]]</center>||Edited FHWA Electronic Signature information.||[https://mdotwiki.state.mi.us/construction/index.php?title=E-Signature&type=revision&diff=6262&oldid=6260 Compare Here]<br />
|-<br />
|<center>5/20/2021</center>||<center>1 Supplemental</center>||<center>[[E-Signature|E-Signature]]</center>||Added E-Signature Guidance for FHWA staff as non-MDOT users.||[https://mdotwiki.state.mi.us/construction/index.php?title=E-Signature&type=revision&diff=6260&oldid=6171 Compare Here]<br />
|-<br />
|<center>4/28/2021</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)#Local_Agency_Program_Assistance.2FResources|Local Agency Program]]</center>||Updated FieldManager contact info (web address and e-mail).||[https://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&type=revision&diff=6153&oldid=5987 Compare Here]<br />
|-<br />
|<center>3/17/2021</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Material_Documentation|811]]</center>||Updated information on the Permanent Pavement Markings, Material Documentation section.||[https://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&type=revision&diff=6141&oldid=6047 Compare Here]<br />
|-<br />
|<center>3/3/2021</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Contractor_Obligation|208]]</center>||Revised to add requirement to notify CFS resource specialist when Form 1568 for Project Staging or Excess Material Location on MDOT ROW is approved||[https://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&type=revision&diff=6130&oldid=5694 Compare Here]<br />
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|<center>2/8/2021</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certified Engineer List]]</center>||Updated the Certified Engineer List as of February 2021.||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>2/2/2021</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#General|104.10]]</center>||Updated the MDOT Claims Procedure with a revised version.||[http://mdotwiki.state.mi.us/construction/index.php?title=104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension&diff=6107&oldid=5896 Compare Here]<br />
|-<br />
|<center>1/6/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Replace the two current subsections; Determination of Work Days and Critical Path Networks, with single section titled [[102.02_Contents_of_Proposal_-_Progress_Clause#Contract_Time_Determination_.28CTD.29|“Contract Time Determination”]]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6096&oldid=6094 Compare Here]<br />
|-<br />
|<center>1/5/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Controller Cabinet and Detection Equipment to Typical Long-Lead Items Table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6094&oldid=6045 Compare Here]<br />
|-<br />
|<center>1/5/2021</center>||<center>4</center>||<center>[[402_-_Storm_Sewers#Illicit_Connections|402]]</center>||Update related to Illicit Connections||[http://mdotwiki.state.mi.us/construction/index.php?title=402_-_Storm_Sewers&diff=6092&oldid=6020 Compare Here]<br />
|-<br />
|<center>11/30/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|Inspector's Daily Report]]</center>||Updated instructions||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=6084&oldid=6043 Compare Here]<br />
|-<br />
|<center>10/29/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf PDF] and [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx XLSX] files (Rev 10-29-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063&oldid=6058 Compare It]<br />
|-<br />
|<center>9/24/2020</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Uniform_Price_Adjustment.2C_Regular_Dry_Paint_and_Low_Temperature_Waterborne_Paint|811]]</center>||Updated Permanent Pavement Markings payment table to include 2020 prices||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=6047&oldid=5647 Compare Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Guardrail-Steel to the Long-Lead item table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6045&oldid=5947 Compare Here]<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|}<br />
</div><br />
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{{top}}<br />
<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
{{top}}<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=501_-_Plant_Produced_Hot_Mix_Asphalt&diff=6336501 - Plant Produced Hot Mix Asphalt2021-07-26T19:32:28Z<p>McGowanR: /* Yield */ Update to correct yield calculation example.</p>
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<div>[[File:HMA2.jpg|600px|center|Asphalt Base]]<br />
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<center><span STYLE="font: 60pt arial;">'''501'''</span></center><br />
<br />
<center><span STYLE="font: 40pt arial;">'''Plant Produced Hot Mix Asphalt'''</span></center><br />
<br />
<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/501%20Plant%20Mixed%20HMA.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 501]</center><br />
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<div style="float: left; padding-right: 10px;">{{TOC | width size = 100px }}</div><br />
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==[[#GENERAL|GENERAL]]==<br />
<br />
<br />
===[[#Pre-Production Meeting|Pre-Production Meeting]]===<br />
<br />
A pre-production meeting should be held before work commences on a project. During this meeting, the overall goals and expectations are set for the project. It is generally the responsibility of the Engineer to outline the scope of the project and to discuss the information provided in the contract documents. It is also the responsibility of MDOT and the Contractor to discuss any unusual aspects of the project, items that are not routine construction practices.<br />
<br />
The role of each person on the project, for both MDOT and the Contractor, should be discussed and made clear. This requires that the supervisory personnel define the tasks, authority and responsibilities of each of the key individuals to be involved in the work. A list of MDOT personnel who will be assigned to the project should be provided to the Contractor.<br />
<br />
The Contractor’s representative should be familiar with the project and be able to speak with authority about what is to be accomplished. A paving schedule for the project should be presented and discussed with MDOT. Any questions about the information in the contract documents should be raised and clarification requested, if necessary. A listing of key Contractor personnel who will be assigned to the project, with clear lines of authority, should be provided to MDOT.<br />
<br />
Agreement is needed on the methods to be employed to complete the project on schedule, within specification and with minimum delays. A list of equipment that will be used on the project should be supplied to MDOT. Because continuity of the asphalt paving operation is critical to providing a quality pavement, the discussion between MDOT and the Contractor personnel should include such items as those listed below.<br />
<br />
The discussion should include the safety of those individuals working on the project, as well as the safety of the traveling public. Clear responsibility for maintenance of all traffic control devices, such as signs, pavement markings and flagging, should also be defined.<br />
<br />
The name of the individual responsible for safety for the Contractor should be provided to MDOT so that rapid and clear communications can be accomplished if safety problems occur. All personnel involved in the project must be required to comply with all safety standards applicable to the type of construction and asphalt paving work to be carried out.<br />
<br />
Sampling methods and frequencies should be discussed. Test methods to be used should be reviewed to assure that individuals understand the purpose of each test, the location of the field lab and the personnel who are to conduct the tests, the time frame for the communication of the test results and the procedures to be used if failing test results are obtained. The details of the quality control program, both on the part of the Contractor and MDOT, should be discussed so that everyone is aware of who is responsible for performing the procedures and when they will be done.<br />
<br />
Qualification of the material sampling technicians should be a pre-production meeting agenda item. Attach copies of the qualification documentation for the sampling technician to the preproduction meeting minutes for each HMA paving project where HMA sampling is required. This will help ensure that sampling technicians for the project are formally qualified by the department. Maintain and document these certifications in the project files.<br />
<br />
Communication cannot stop once the pre-production meeting is concluded. It is important that the individuals in daily charge of the project for both MDOT and the Contractor meet periodically, both on a formal and informal basis, to discuss the progress and quality of the work done to date and the progress schedule for the future. Ideally, these meetings should occur at a regularly scheduled time and can be held on the project site, or at the asphalt plant. Asphalt paving projects, like many construction projects, are not always built as originally scheduled. Changes occur because of material supply, equipment breakdown, Contractor and Subcontractor schedules and weather conditions. When such changes do occur, it is important that they be communicated between the Contractor and MDOT and between MDOT and the Contractor.<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Pre-Production Meeting Discussion Points'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Project safety.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Project mixture and testing Special Provisions.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Job mix formula.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
Job mix formula adjustments, retroactive.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Lot and sublot size.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Random numbers.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Sampling procedures.<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
Laying out core locations and traffic control for coring.<br />
|-<br />
|<br />
<center>9</center><br />
|<br />
Laying out core locations, discuss how it will be done.<br />
|-<br />
|<br />
<center>10</center><br />
|<br />
Trial runs.<br />
|-<br />
|<br />
<center>11</center><br />
|<br />
Sequence of operations.<br />
|-<br />
|<br />
<center>12</center><br />
|<br />
Paving widths.<br />
|-<br />
|<br />
<center>13</center><br />
|<br />
Equipment required.<br />
|-<br />
|<br />
<center>14</center><br />
|<br />
Application rate of materials.<br />
|-<br />
|<br />
<center>15</center><br />
|<br />
Plant production and paver speed.<br />
|-<br />
|<br />
<center>16</center><br />
|<br />
Mixture temperature at the paver.<br />
|-<br />
|<br />
<center>17</center><br />
|<br />
Pavement density control, roller patterns.<br />
|-<br />
|<br />
<center>18</center><br />
|<br />
Weather and air temperature requirements.<br />
|-<br />
|<br />
<center>19</center><br />
|<br />
Project documentation.<br />
|-<br />
|<br />
<center>20</center><br />
|<br />
Qualifications of material sampling technicians.<br />
|}<br />
<br />
{{top}}<br />
<br />
===[[#Safety|Safety]]===<br />
<br />
HMA mixtures consist of a blend of asphalt binder and aggregates mixed in an asphalt plant. When specified, special additives may be required.<br />
<br />
The old saying “Safety is Everyone’s Business” is certainly true on an HMA paving project. Communication is one of the keys to a safe work environment. Every individual should know what is expected and know how to perform the assigned tasks. Everyone, regardless of title or job function, must be aware of the need for safe work practices. Occupational Safety and Health Administration regulations must be known, understood and followed by each person involved on the project. Safety talks are a very good way to start each day for both the Contractor and MDOT personnel. Several different organizations publish short, concise safety presentations that can be completed in two to three minutes. Daily talks are one way to continuously remind people that they are working in a potentially dangerous environment at both the plant and the paving site. If an unsafe work practice is noticed, corrective action should be taken immediately, even if the paving operation has to be shut down until the unsafe practice is corrected.<br />
<br />
The people most likely to be hurt on an asphalt paving project are those individuals who are new to this type of work. A new plant inspector can easily get burned if not aware that asphalt samples are very hot. Functioning equipment parts, high temperatures, noise and moving delivery and haul trucks all add to the possibility of an accident occurring.<br />
<br />
The street inspector can easily get hurt if they are not aware of the number of vehicles operating on the paving site. Individuals who are working around the paver are susceptible to being hit by passing traffic and have the potential to be hurt by the equipment being used in the paving operation.<br />
<br />
Safety is everyone’s business on a construction project and there is further discussion of this under Pre-Production Meeting.<br />
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<br />
===[[#Glossary of Paving Terminology|Glossary of Paving Terminology]]===<br />
<br />
<div style="float: right; padding-left: 10px;"><br />
{| class="wikitable"<br />
|-<br />
! colspan="4" |<br />
<center>'''Metric Conversion - HMA Mix Application Rates'''</center><br />
|-<br />
|<br />
<center>110 lb/syd</center><br />
|<br />
<center>60 kg/m<sup>2</sup></center><br />
|<br />
<center>25 mm</center><br />
|<br />
<center>1 in.</center><br />
|-<br />
|<br />
<center>140 lb/syd</center><br />
|<br />
<center>75 kg/m<sup>2</sup></center><br />
|<br />
<center>30 mm</center><br />
|<br />
<center>1-1/4 in.</center><br />
|-<br />
|<br />
<center>165 lb/syd</center><br />
|<br />
<center>90 kg/m<sup>2</sup></center><br />
|<br />
<center>40 mm</center><br />
|<br />
<center>1-1/2 in.</center><br />
|-<br />
|<br />
<center>190 lb/syd</center><br />
|<br />
<center>105 kg/m<sup>2</sup></center><br />
|<br />
<center>45 mm</center><br />
|<br />
<center>1-3/4 in.</center><br />
|-<br />
|<br />
<center>220 lb/syd</center><br />
|<br />
<center>120 kg/m<sup>2</sup></center><br />
|<br />
<center>50 mm</center><br />
|<br />
<center>2 in.</center><br />
|-<br />
|<br />
<center>275 lb/syd</center><br />
|<br />
<center>150 kg/m<sup>2</sup></center><br />
|<br />
<center>65 mm</center><br />
|<br />
<center>2-1/2 in.</center><br />
|-<br />
|<br />
<center>330 lb/syd</center><br />
|<br />
<center>180 kg/m<sup>2</sup></center><br />
|<br />
<center>75 mm</center><br />
|<br />
<center>3 in.</center><br />
|-<br />
|<br />
<center>385 lb/syd</center><br />
|<br />
<center>210 kg/m<sup>2</sup></center><br />
|<br />
<center>90 mm</center><br />
|<br />
<center>3-1/2 in.</center><br />
|}<br />
</div><br />
* '''AGGREGATE''' - Various hard, inert materials such as sand, gravel, pebbles, etc., used as the bulk material in asphaltic mixes.<br />
* '''ANGLE OF ATTACK''' - The angle incurred between the screed plate and the surface.<br />
* '''ASPHALT''' - A mixture of bitumen (bonding agent) and aggregate (bulk material).<br />
* '''AUGER''' - A rotating device with a broad, helical flange (flighting) used to spread paving material evenly in front of the screed.<br />
* '''AUGER SHADOWS''' - Alternate dark and light areas of compaction occurring longitudinally in the mat, representing different density and texture.<br />
* '''AUTOMATIC FEED CONTROLS''' - The standard system for maintaining a constant head of material in front of the screed by controlling the ON - OFF operation of the unit’s dual feed system.<br />
* '''AUTOMATIC GRADE AND SLOPE CONTROLS''' - The electronic/hydraulic control system that automatically maintains the elevation of one screed tow point with respect to a reference surface (grade), while maintaining the elevation of the opposite screed tow point in relation to the first with respect to gravity (slope). It is used to improve upon the levelability of the paver.<br />
* '''AUTOMATIC LEVEL CONTROL (Joint Matcher)''' - An electronic/hydraulic control system that automatically controls the elevation of the mat being placed on one side with respect to a reference surface such as an adjacent mat or cut. It is used to match the profile of the edge of a mat to that of the adjacent surface.<br />
* '''BITUMEN''' - A thick, viscous, petroleum-based substance used as bonding agent in asphaltic mixes.<br />
* '''BURNERS''' - See SCREED HEATERS.<br />
* '''COMPACTION''' - The process of increasing the density of paving material.<br />
* '''CONVEYOR''' - An endless chain and bar assembly used to move paving material from the hopper to the auger.<br />
* '''CORRUGATION''' - Washboard effect usually occurring in areas where braking and acceleration take place. It may also occur to a lesser degree in the even speed areas. It is caused by an excessively soft mix over an unstable base.<br />
* '''CRACKS''' -<br />
** '''ALLIGATOR''' - Crisscross cracks usually due to heavy traffic loads exceeding the strength of the surface over an unstable base.<br />
** '''LONGITUDINAL''' - Cracks that appear along longitudinal joints, between lanes and shoulders, and many times at the base and outer edges of ruts. These cracks result from movement along these weakened areas.<br />
** '''REFLECTION''' - Existing cracks in sub-pavement, eventually coming through an overlay, due to continued movement in the unstabilized sub-pavement.<br />
** '''SHRINKAGE''' - Random cracks appearing due to lack of traffic that would normally keep the surface sealed.<br />
** '''SLIPPAGE''' - Cracks appearing in the overlay because the surface is pushed or rolled apart by breaking traffic. This may also occur if an overlay is poorly bonded to the sub-pavement due to inadequate tack coating or improper mix design.<br />
** '''TRANSVERSE''' - Cracks perpendicular to traffic flow. In overlays of concrete, the concrete joints may reflect through surface if movement occurs along the joint. Concrete stress cracks across the pavement may also reflect through.<br />
* '''CROSS BEAM''' - A steel bar connected between the side arms for mounting the slope sensor.<br />
* '''CROWN''' - The transverse contour of a finished mat. Also used to describe the contour of the screed plate. The transition line between two different slopes (i.e., between lanes or between lanes and shoulders).<br />
* '''LEAD CROWN''' - The contour or profile from side to side of the leading edge of the screed.<br />
* '''TAIL (or ROAD) CROWN''' - The contour of the trailing edge of the screed.<br />
* '''NEGATIVE CROWN''' - Contour that is higher at the edges than at the center of a mat.<br />
* '''POSITIVE CROWN''' - Contour that is higher at the center than at the edges of a mat.<br />
* '''CUT-OFF SHOE''' - A detachable plate used to reduce the paving width of a screed.<br />
* '''DENSITY''' - Measurement of in-place pavement compaction.<br />
* '''DEPTH CRANK''' - Adjusting crank located at the rear of each side arm, used to control angle of attack of the screed.<br />
* '''EDGER PLATE''' - A vertical plate at each end of the screed used to confine the head of material.<br />
* '''ELEVATION''' - Vertical height from a reference surface.<br />
* '''FEEDERS''' - L. H. and R. H. auger-conveyor systems on a paving machine.<br />
* '''FLOATING BEAM''' - An aluminum beam, supported by a series of spring loaded shoes, towed beside the paver and used as a reference.<br />
* '''FLOW GATES''' - Adjustable plates at the rear of the hopper used to control material volume conveyed to the augers.<br />
* '''FLOOR PLATE''' - A heavy steel plate upon which the conveyors travel.<br />
* '''FREE-FLOATING SCREED''' - The screed is supported on the surface of the paving material as it passes beneath the screed plate. Material thickness under the screed will increase or decrease according to the angle between the screed plate and grade surface.<br />
* '''GRADE''' - <br />
** The base surface (road bed) over which paving is being performed. <br />
** The elevation of a fresh mat in relation to the base.<br />
** The incline of a paving surface in the direction of travel, expressed by stating the rise or fall as a percentage of horizontal distance. (Example: 6 percent grade - 6 inches (6 m) of elevation change in 100 feet (100 m) of horizontal longitudinal run).<br />
* '''GRADE CONTROL''' - A means of controlling the longitudinal elevation of a mat as it is being laid.<br />
* '''GRADE SENSOR''' - An electrical device that detects positive and negative changes in longitudinal elevation from a grade reference (i.e., wire or string line, floating beam, mat reference, adjacent mat, or curb surface).<br />
* '''HEAD OF MATERIAL''' - The volume of paving material directly in front of and along the entire lateral length of the screed.<br />
* '''HMA''' - A paving material that consists of asphalt binder and mineral aggregate.<br />
* '''HOPPER''' - The area at the front of the paving machine that receives the paving material.<br />
* '''HYDRAULIC''' - Liquid in motion under pressure, the flow of which causes work to be accomplished.<br />
* '''HYDROSTATIC TRANSMISSION''' - Power transmitted by a positive displacement pump through a liquid under pressure to a positive displacement motor.<br />
* '''INCLINOMETER''' - See SLOPE SENSOR.<br />
* '''JOINT''' - The point at which a new asphalt mat connects with one previously laid.<br />
* '''LATERAL or TRANSVERSE JOINT''' - A joint perpendicular to the direction of travel (i.e., night joint).<br />
* '''LONGITUDINAL JOINT''' - A joint parallel to the direction of travel (i.e., a joint between two "lanes" or between road and shoulder).<br />
* '''TRANSVERSE JOINT''' - A joint perpendicular to the direction of travel.<br />
* '''JOINT MATCHER''' - See AUTOMATIC LEVEL CONTROL.<br />
* '''LIFT''' - Another term for “mat”, usually used in conjunction with a thickness, such as “a 6 inch (150 mm) mat was laid in [3] 2 inch (50 mm) lifts”.<br />
* '''LINE OF SHEAR''' - The lateral line of contact in the paving material at the leading edge of the screed pre-strike-off where material divides to pass beneath the screed plate or move upward along the face of the screed into the augered material for later placement.<br />
* '''MAT''' - The material being placed by a paver/finisher.<br />
* '''MAT REFERENCE SYSTEM''' - An aluminum beam, supported by a series of spring loaded road wheels, which is towed behind the screed. It is used in conjunction with the Floating Beam to permit taking 50 percent of the longitudinal grade reference from the freshly laid mat and combining it with the average taken from the existing grade to produce the ultimate in a smooth riding surface.<br />
* '''NULL''' - A condition that exists when components are at rest.<br />
* '''“NULLED” SCREED''' - A screed resting flat on the mat and having no angle of attack.<br />
* '''“NULLED” GRADE AND SLOPE SENSOR''' - Sensors that are operating, however, they are transmitting no signal.<br />
* '''PIVOT POINT (of screed)''' - The pin mounting point of the screed frame on the rear of the side arm.<br />
* '''POT HOLES''' - Local base failure causes a pocket that further deteriorates due to containment of water as the surface collapses. Traffic bounces the broken surface out, exposing intermediate and base materials to more moisture and the abrasion of traffic.<br />
* '''PULL POINTS''' - See TOW POINTS.<br />
* '''PUSH ROLLER''' - Rollers mounted at the front of the paver to provide contact area between the paver and the asphalt truck tires.<br />
* '''PRE-STRIKE-OFF SHIELD''' - The vertical plate at the front of the screed that meters material passing beneath the screed.<br />
* '''QUARTER POINTS''' - Points on the screed midway between the center and the ends.<br />
* '''RAVELING''' - Road surface chunks away producing a very rough riding surface. Edges of pavement may completely disintegrate. The causes are usually the same as stripping, but also may include deficient mix design.<br />
* '''RIDEABILITY''' - Perceived smoothness of the finished road surface.<br />
* '''RIPPLES''' - Short frequency changes in the elevation of a mat surface.<br />
* '''RUTS''' - Troughs in the wheel tracks caused by increased compaction and/or stripping due to heavy traffic.<br />
* '''SCREED''' - The assembly towed behind the tractor, that strikes off, smooths and exerts some pre compaction on the paving material being placed.<br />
* '''SCREED EXTENSIONS''' - Attachments for increasing screed width.<br />
* '''SCREED HEATERS (Burners)''' - The devices that preheat the screed plate to a temperature approximately that of the material to be laid.<br />
* '''SCREED PLATE''' - The bottom plate of the screed.<br />
* '''SHOVING BULGE''' - Pavement that has been pushed by braking vehicles or roller.<br />
* '''SLOPE''' - The incline of a paving surface perpendicular to the direction of travel expressed by stating the rise or fall as a percentage of horizontal distance. (Example: 2 percent slope - 2 inches (50 mm) of elevation change in 100 feet (250 mm) of lateral run).<br />
* '''SLOPE CONTROL''' - A means for controlling the transverse elevation of the fresh laid mat in relation to the grade.<br />
* '''SLOPE SENSOR (Inclinometer)''' - An electrical device that detects positive and negative changes in lateral elevation using the grade controlled side of the machine as a reference.<br />
* '''STRIPPING''' - Road surface peels away producing a rough, open texture. It is usually due to debonding between the asphalt and aggregate. The cause may be heavy traffic and moisture, or lack of density (full specification compaction) when placed.<br />
* '''TOW LENGTH''' - The distance from the two point (at the front of the side arm) to the pivot point (of the screed).<br />
* '''TOW POINTS (Pull Points)''' - The points where the side arms of the screed are attached to the tractor unit.<br />
* '''UPHEAVAL''' - Swelling of sub-pavement caused by excessive heat or freezing expansion of trapped water beneath the surface.<br />
* '''VIBRATORS''' - A rotating shaft and eccentric weight assembly mounted on the screed that produces vibration.<br />
* '''WAVE''' - Long repeating changes in the elevation of the mat surface.<br />
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<br />
==[[#MATERIALS|MATERIALS]]==<br />
<br />
It is very important to know what special provisions are contained in the proposal. Mixture types to be used and the sampling and testing procedures vary depending on the specifications used.<br />
<br />
The materials used in the HMA mixtures will be shown on Form 1931 HMA Mix Design ('''''Figure 501-1'''''), and those materials will meet the requirements as specified in Tables [http://mdotcf.state.mi.us/public/specbook/files/2012/501%20Plant%20Mixed%20HMA.pdf 501-1, 501-2] and [http://mdotcf.state.mi.us/public/specbook/files/2012/904%20Asphaltic%20Materials.pdf 904-2] of the Standard Specifications for Construction.<br />
<br />
All mixtures specified for a project must have an approved mixture design before mix production can proceed.<br />
<br />
The Contractor must submit a mixture design to the MDOT Construction Field Services laboratory for approval in accordance with the HMA Production Manual.<br />
<br />
The field application of the applied mix design is called the Job Mix Formula (JMF), ('''''Figure 501-2'''''). Adjustments to the JMF will not be allowed outside the mixture limits shown in Tables [http://mdotcf.state.mi.us/public/specbook/files/2012/501%20Plant%20Mixed%20HMA.pdf 501-1 and 501-2] of the Standard Specifications for Construction.<br />
<br />
[[File:Fig501-1a1.jpg|thumb|center|600px|Figure 501-1a - Form 1931 - HMA Mix Design]]<br />
<br />
[[File:Fig501-1a2.jpg|thumb|center|600px|Figure 501-1a(Cont.) - Form 1931 - HMA Mix Design]]<br />
<br />
[[File:Fig501-1b1.jpg|thumb|center|600px|Figure 501-1b - SUPERPAVE HMA Mix Design]]<br />
<br />
[[File:Fig501-1b2.jpg|thumb|center|600px|Figure 501-1b(Cont.) - SUPERPAVE HMA Mix Design]]<br />
<br />
[[File:Fig 501-2.jpg|thumb|center|600px|Figure 501-2 - Form 1911 - Job Mix Formula (JMF)]]<br />
<br />
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<br />
===[[#Hot Mix Plants|Hot Mix Plants]]===<br />
<br />
HMA mixtures being supplied to MDOT projects must be produced at a certified facility. Plants are certified in accordance with the HMA Production Manual. This certification includes the approval of the field laboratory used for acceptance testing, the Contractor’s quality control plans (which should be available at the plant) and other plant operational requirements. The certification is normally completed by the Region Traveling Mixture Inspector (TMI) before the Contractor starts his first project in the spring. Certifications are good for one construction season only.<br />
<br />
The function of the hot mix plant is to heat the aggregates, add the asphalt cement and produce a homogenous asphalt mixture. The aggregate used to make the mix can be a single aggregate, but it is generally different sizes blended together through the cold feed bins to produce proper gradation. Asphalt cement is the material that holds the aggregate together. This material can be “neat”, unmodified or modified with polymers, rubber, latex, etc. These asphalt cements may also contain anti-strip agents.<br />
<br />
There are two basic types of asphalt mixing plants. The majority of plants used are known as drum mix plants; the other, less frequently used type, is a batch plant. The batch plant consists of the cold feed system, individual bins that hold and feed the aggregate to the drum dryer ('''''Figure 501 3'''''). This dryer heats the aggregate to the desired temperature and delivers the material to the hot bins in the tower unit. Aggregate is generally sized by means of a screen deck into two to four of these hot bins. The aggregates are then proportioned by weight into the mixer, also called the pug mill. After a short mixing process, the asphalt cement is added and the entire mixture is mixed for 30 to 45 seconds. The mix is then dumped into a truck, or transferred to a hot storage silo to be loaded into a truck later.<br />
<br />
Drum mixers come in many different types, such as parallel flow, counter flow, double barrel, drum-within-a-drum and drums with separate mixing chambers ('''''Figure 501-4'''''). Most drum mixer plants heat the aggregate, add the asphalt cement and recycled asphalt pavement (RAP), if used, and mix all the ingredients in the same drum. The other type adds the asphalt cement and RAP in a separate mixing chamber out of direct contact with the burner flame. No matter what type of plant is being used, several key items should be monitored.<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Hot Mix Plant Inspection'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
The aggregate stockpiles should be built on a clean, dry and stable foundation, with positive drainage. The stockpiles shall be large enough to supply a project continuously and consistently.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Aggregate of different sizes should be stockpiled separate from one another.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
When using drum mix plants, the aggregate moisture content of each stockpile should be taken at least once a day and the number entered into the plant control system. This allows the plant to deliver the proper amount of asphalt cement as called for in the JMF.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
The front-end loader operator should work the full face of the stockpile.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
A scalping screen should be placed in the aggregate cold feed charging system and the RAP feed system to remove any oversize material.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
The weigh bridges on the cold feed and RAP charging conveyors must be calibrated.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
The asphalt cement in the storage tanks should be kept at a constant temperature, normally between 275°F and 311°F . The asphalt tanks and all hot asphalt lines should be insulated.<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
The asphalt cement delivery system must be calibrated.<br />
|-<br />
|<br />
<center>9</center><br />
|<br />
Visible light blue emissions from the stack may indicate that the temperature of the gases inside the drum is too high and may be causing damage to the asphalt cement.<br />
|-<br />
|<br />
<center>10</center><br />
|<br />
The trucks should not be loaded by slowly driving forward while the mix is being delivered from the silo. Multiple drops of the mix are necessary.<br />
|}<br />
<br />
[[file:fig501-3.jpg|thumb|center|600px|Figure 501-3 - Typical Batch Plant]]<br />
<br />
[[file:fig501-4.jpg|thumb|center|600px|Figure 501-4 - Typical Drum Plant]]<br />
<br />
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<br />
===[[#Plant Procedures|Plant Procedures]]===<br />
<br />
Every HMA paving project must have an approved mix design for each mixture used on the project. The design may have been approved for another project; however, a JMF must be prepared for each mixture used on the project. The JMF is prepared and signed by the TMI. After production begins, the Contractor may ask for JMF adjustments. These adjustments may be allowed if there is reason for the request and as long as the resulting mixture meets the specifications for the project.<br />
<br />
It is the Contractor’s responsibility to provide quality control necessary to produce the mixture uniformly, within the limits specified in 12SP501(U) Superpave Hot Mix Asphalt Percent Within Limits (PWL) or 12SP501(V) Superpave Hot Mix Asphalt Percent Within Limits (PWL) For Capital Preventive Maintenance (CPM) Mill & Resurface Projects and CPM One Course Overlay Projects. It is MDOT’s responsibility to conduct quality assurance and verification sampling and testing to ensure conformity of the mix to 12SP501(U) Superpave Hot Mix Asphalt Percent Within Limits (PWL) or 12SP501(V) Superpave Hot Mix Asphalt Percent Within Limits (PWL) For Capital Preventive Maintenance (CPM) Mill & Resurface Projects and CPM One Course Overlay Projects.This testing is done at the field laboratory provided by the Contractor located at the asphalt plant or at an MDOT Region Lab.<br />
<br />
The MDOT plant inspector should follow the sampling and testing procedures explained in the Special Provision 12SP501(U) Superpave Hot Mix Asphalt Percent Within Limits (PWL) or 12SP501(V) Superpave Hot Mix Asphalt Percent Within Limits (PWL) For Capital Preventive Maintenance (CPM) Mill & Resurface Projects and CPM One Course Overlay Projects. It can also be provided by the TMI.<br />
<br />
The inspector will witness the Contractor taking the daily asphalt binder sample and submit to the Construction Field Services laboratory for binder certification verification testing.<br />
<br />
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<br />
===[[#Note|Note]]===<br />
<br />
HMA types will be as specified on the plans or in the proposal.<br />
<br />
Bond coat, also referred to as tack coat, is an asphalt emulsion. This is a certified product and the suppliers must be on the Certified Products List.<br />
<br />
{{top}}<br />
<br />
==[[#CONSTRUCTION|CONSTRUCTION]]==<br />
<br />
{{#ev:youtube|2N2tE_ZOFPo|350|right|Safety Edges}}<br />
<br />
The Contractor must provide all equipment required to prepare the base and place the HMA in accordance with the plans and specifications. This equipment must be safe, environmentally acceptable and capable of producing a specification product. The typical equipment used:<br />
<br />
{| class="wikitable"<br />
|-<br />
!<br />
<center>'''Equipment'''</center><br />
!<br />
<center>'''Used For'''</center><br />
|-<br />
|<br />
Cold-milling machine<br />
|<br />
Used to remove old pavement.<br />
|-<br />
|<br />
Pressure distributor<br />
|<br />
Used for applying the bond coat.<br />
|-<br />
|<br />
HMA paver<br />
|<br />
Used for placing and spreading the HMA.<br />
|-<br />
|<br />
Rollers<br />
|<br />
Used for compacting the HMA pavement.<br />
|-<br />
|<br />
Hauling units, Trucks<br />
|<br />
Used for hauling the mix from the plant.<br />
|-<br />
|<br />
Sweepers<br />
|<br />
Used for cleaning the old surface to be paved.<br />
|-<br />
|<br />
Misc. equipment<br />
|<br />
Hand tools, level, straightedge and boards.<br />
|}<br />
<br />
This equipment should be thoroughly checked before using it on the project. The inspector may use the following checklist to record the condition of equipment. This checklist may be placed in the project files.<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="4" |<br />
'''Paver Checklist'''<br />
|-<br />
!<br />
<br />
<br />
<br />
!<br />
Yes<br />
!<br />
No<br />
!<br />
Remarks<br />
|-<br />
|<br />
Is the automation operating properly?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Is the auger control operating properly?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the vibrators on the screed operating properly?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Does the paver have reverse pitch augers or paddles at center of paver?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do extensions have proper vibratory action?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Does paver have properly working screed heaters?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do extensions have approved method of heating?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Is automation ski in good condition?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Is the automation ski of proper length 30 feet +/- for all courses except last pass top course?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
10 feet +/- for last pass top course?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Does the paver have two operating warning lights?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="4" |<br />
''' Roller Checklist - Manufacturer and Roller Number -______________________________________ '''<br />
|-<br />
!<br />
<br />
<br />
<br />
<br />
!<br />
Yes<br />
!<br />
No<br />
!<br />
Remarks<br />
|-<br />
|<br />
Does the Contractor have proper number of rollers?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the rollers of proper size?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the rollers free from backlash?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do the rollers steer properly?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the king bolts in good condition on steel wheeled rollers?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the water sprinklers in good operating condition?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are the mats or wheel scrapers in good operating condition?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Are roller wheels free of openings or projections?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do vibratory rollers have automatic shutoff when speed is less than .5 mph?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Can VPM be locked in on vibratory rollers?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Can speed be locked in on vibratory rollers?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do pneumatic rollers have a min. of seven wheels?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Is tire pressure as specified?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|-<br />
|<br />
Do the rollers have an operating warning light?<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|<br />
<br />
<br />
<br />
<br />
|}<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="4" |<br />
'''Distributor Checklist - Manufacturer and Distributor Number -______________________________'''<br />
|-<br />
!<br />
<center></center><br />
!<br />
<center>Yes</center><br />
!<br />
<center>No</center><br />
!<br />
<center>Remarks</center><br />
|-<br />
|<br />
Is distributor mounted on proper vehicle?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is vehicle tachometer working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is distributor tachometer working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Does the distributor have a capacity of at least 800&nbsp;gallons (3,000 liters)?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are flasher lights working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are circulating systems working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is heating system in good working condition?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is thermometer in tank working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is tank clean?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is spray bar clean?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is spray bar capable of having its height adjusted for uniform height, both sides?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are nozzles proper size?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are nozzles clean?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Is hand spray working properly?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are fluid connections free of leaks?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are nozzles set at proper angles<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|-<br />
|<br />
Are guards placed on end of spray bar to protect over spray where necessary?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|}<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="4" |<br />
<center>'''Truck Checklist'''</center><br />
|-<br />
!<br />
<center></center><br />
!<br />
<center>Yes</center><br />
!<br />
<center>No</center><br />
!<br />
<center>Remarks</center><br />
|-<br />
|<br />
Do all trucks have working backup warning systems?<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|<br />
<br />
<br />
|}<br />
<br />
{{top}}<br />
<br />
====[[#Cold-Milling Machine|Cold-Milling Machine]]====<br />
<br />
Cold-milling machines shall be equipped with an automatically controlled and activated cutting drum that is capable of grade reference, maintaining transverse slope control and producing a uniformly textured surface. An approved grade referencing attachment, not less than 30 feet in length, may be used. This equipment must be capable of accurately removing the pavement surface, in one or more passes, to the required grade or cross section.<br />
<br />
{{top}}<br />
<br />
====[[#Hauling Units|Hauling Units]]====<br />
<br />
<br />
<div style="float: right; padding-left: 10px;"><br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Tarpaulin Requirements'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Water repellent.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Of sufficient weight and strength to resist tearing.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Be in good condition with no holes or tears.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
Large enough to cover the top of the load and extend over sides and tailgate.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Enough tie-down points to secure properly and prevent flapping.<br />
|}<br />
</div><br />
<br />
The hauling unit must be capable of completely protecting the mixture from the weather and ensuring that the mixture temperature is maintained during the hauling time. A release agent may be applied to the surfaces of the truck or trailer bed. Fuel oil is not to be used as a release agent.<br />
<br />
Two types of trucks are generally employed to transport the mixture: end dump and rear discharge. These trucks are loaded in the same manner directly from the silo at the plant. If temperatures warrant, the sides and bottom of the truck bed should be insulated. The insulation should be tight against the body of the bed; there should be no gaps between the side of the truck and the insulation through which air could move.<br />
<br />
Every haul truck should be equipped with a tarpaulin, which can be employed as needed to protect the mix in case of inclement weather.<br />
<br />
<br />
<br />
<br />
{{top}}<br />
<br />
====[[#Pressure Distributor|Pressure Distributor]]====<br />
<br />
Pressure distributors are used to apply a uniform application of the asphalt emulsions, normally referred to as the tack or bond coat. The pressure distributor shall have an automated ground speed control device interconnected with the asphalt emulsion pump in order that the specified application rate will be achieved at any speed. It shall be capable of maintaining the asphalt emulsion at the specified temperature. The spray bar nozzles shall produce a uniform fan spray, and the shutoff shall be instantaneous, with no dripping. Each pressure distributor shall be capable of maintaining the specified application rate within +/- 0.015 gallons/square yard for each load.<br />
<br />
{{top}}<br />
<br />
====[[#Paver|Paver]]====<br />
<br />
Pavers spread the hot mix asphalt to the desired width and thickness and produce a smooth, uniform mat texture. The paver consists of two primary parts, the tractor unit and the screed unit.<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig502-1.jpg|thumb|center|600px|Figure 502-1 - Paver Tractor Unit]]</div><br />
<br />
The tractor unit provides the motive power to the paver and to transfer the mixture from the receiving hopper on the front of the paver to the spreading augers at the back of the paver. The second unit is the paver screed. This leveling device is attached to the tractor unit at only one point on each side of the paver; it is able to float on the asphalt mixture and to provide initial mat texture and compaction to the material as it passes under it.<br />
<br />
The tractor unit receives the asphalt mixture from the haul trucks, carries that mixture back to the spreading augers, distributes the mixture across the width of the screed and pulls the screed over that mixture. The tractor unit is powered by its own engine and provides the power to move the paver forward, either on rubber tires, or crawler tracks. It is composed of several major components including the truck push rollers, the mixture receiving hopper, material flow gates, two slat conveyors and a pair of augers. See '''''Figure 502-1'''''.<br />
<br />
The paver screed is a leveling device attached to the tractor unit at only one point on each side of the paver; it is able to float on the asphalt mixture and to provide initial mat texture and compaction to the material as it passes over it.<br />
<br />
<br />
<br />
<br />
<br />
<br />
{{top}}<br />
<br />
====[[#Push Rollers|Push Rollers]]====<br />
<br />
The truck push rollers, located on the front of the paver hopper, are used to maintain contact with the tires of the truck and to push the truck ahead of the paver. The rollers must be clean and free to rotate to allow smooth forward travel of the paver. If the push rollers are not cleaned periodically and do not rotate freely, the truck tires will slide on the rollers and increase the load on the paver.<br />
<br />
Moreover, if one roller rotates freely and the other does not, the paver may tend to change direction. Many pavers are equipped with a truck hitch that is located beside the push rollers. This hitch acts to keep the truck in contact with the paver to prevent the truck driver from inadvertently pulling away from the paver and dumping mix on the pavement in front of the paver. The hitch is controlled by the paver operator. Once the truck bed has been emptied of mix, the truck hitch is withdrawn and the truck is able to pull away from the paver.<br />
<br />
{{top}}<br />
<br />
====[[#Paver Hopper|Paver Hopper]]====<br />
<br />
The paver hopper is used to receive and temporarily hold the mixture from the trucks. The front of the hopper must be constructed in a way to minimize the spillage of mix from the hopper. The sides, or wings, of the hopper are movable. Mixture, if left to stand for a long time in the corners of the hopper, will cool. To minimize mat problems, the paver operator should dump the wings as little as possible. The paver hopper must be at least half full at the time the wings are dumped. The slat conveyors in the bottom of the hopper should not be visible when the wings are emptied. Keeping the hopper at least half full between truckloads of mix keeps the head of mix in front of the screed constant and this will reduce mat problems.<br />
<br />
{{top}}<br />
<br />
====[[#Slat Conveyor|Slat Conveyor]]====<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig502-2.jpg|thumb|center|500px|Figure 502-2 - Slat Conveyors]]</div><br />
At the bottom of the paver hopper is a set of slat conveyors. These devices are used to carry the mixture from the hopper through the paver tunnel to the back of the paver and the spreading augers. The slat conveyor on one side operates independently from the movement of the other side. Thus, the amount of mixture that can be carried back to the augers on one side can be different from the other side. This allows the paver operator to feed more or less mixture to either side of the paver. This is helpful at lane tapers, crown corrections, or in areas of wedging. '''''See Figure 502-2'''''.<br />
<br />
{{top}}<br />
<br />
====[[#Flow Gates|Flow Gates]]====<br />
<br />
At the back of the paver hopper, and over each slat conveyor, is a set of gates. These gates are used to regulate the amount of mix that can be delivered by the slat conveyors to the augers. The gates move vertically, either manually or mechanically. Depending upon the gate settings, more or less mixture is permitted to enter the tunnel. The flow gates should be adjusted to provide a uniform head of material in front of the screed. See '''''Figure 502-2'''''.<br />
<br />
{{top}}<br />
<br />
====[[#Augers|Augers]]====<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:fig502-3.jpg|thumb|center|600px|Figure 502-3 - Example of Automatic Feed Control Sensor]]</div><br />
<br />
The mix that is carried to the back of the tractor unit by the slat conveyors is deposited in front of the augers. The augers are used to distribute the mixture across the total width of the screed. The auger on each side of the paver is operated independently of the other. The auger and the slat conveyor on the same side must be operated together. At the junction of the two augers in the center of the paver, adjacent to the auger gear box, there should be a reversed pitch auger, or paddle, to tuck the mixture under the gear box and assure that the mixture at this location is the same as that across the rest of the screed. It is important that the augers carry a consistent amount of mix across the front of the screed so that the pressure on the screed is kept as constant as possible.<br />
<br />
All pavers are equipped with an automatic feed system that, when properly adjusted, supplies mixture to the paver screed to maintain a uniform head of material. For this system, a feed control sensor is used to determine the amount of mix in the auger chamber. If the volume of the mix in front of the screed falls below the desired amount, the feed sensor will engage the slat conveyors and auger system, pulling more mix back to the screed area. See '''''Figure 502-3'''''.<br />
<br />
If the feed system is set and operating properly, the slat conveyors on each side of the paver will rarely shut off. This continuous action of the slat conveyors and augers is accomplished by setting the proper position for the hopper flow gates and determining the correct speed setting for the slat conveyors and augers. Intermittent operation of the slat conveyors and auger system could cause both auger shadows and ripples in the mat behind the screed.<br />
<br />
{{top}}<br />
<br />
====[[#Screed Unit|Screed Unit]]====<br />
<br />
The screed unit, which is towed by the tractor unit, establishes the thickness of the asphalt layer and provides the initial mat texture. In addition, the screed imparts a level of compaction with the vibratory action of the screed. The screed is attached to the tractor unit at only one point on each side of the paver. This point is called the tow or pull point. This floating screed principle is employed on all modern pavers in use today.<br />
<br />
This principle allows the paver screed to average out changes in grade that are experienced by the tractor wheelbase. For the floating screed principle to work properly, it is important that the pull points on both sides of the tractor be at the same level above the ground.<br />
<br />
The combination of the screed pull point at the end of the leveling arm and the thickness control device at the screed provides for adjustments to be made to the angle of attack of the screed. See '''''Figure 502-4'''''.<br />
<br />
<center>''F1 - Angle of Attack''<br />
<br />
''F2 - Head of Material''<br />
<br />
''F3 - Paving Speed''</center><br />
[[File:Fig502-4.jpg|thumb|center|600px|Figure 502-4 - Paver Screed]]<br />
<br />
The screed is continually attempting to keep in balance all the forces acting on it. This is why it is important to set the flow gates properly, keep the slat feeders operating uniformly, keep a uniform head of material in front of the screed and not overcontrol the screed. The temperature of the mix must be kept uniform so that the viscosity of the mix does not change and influence the balance of forces acting on the screed. When a change in one force occurs, the screed will rise or fall and will change the thickness of the mat being placed.<br />
<br />
The screed should be raised and the bottom surface checked for smoothness, twisting, and excessive wear. Screed plates first wear out about four to six inches from the trailing edge.<br />
<br />
{{top}}<br />
<br />
====[[#Paver Speed|Paver Speed]]====<br />
<br />
The speed of the paver should be adjusted to give a uniform texture and coordinate satisfactorily with the rate of delivery of the mixture to the paver to provide a uniform placement rate, without intermittent operation of the paver. Paver speed is a large contributor to the smoothness of the ride on a finished pavement. Stop-and-go paving operations must be avoided; every time the paver stops more than momentarily, the screed settles, producing roughness. See '''''Figure 502-5''''' for paver speed based on yield and plant production rates.<br />
<br />
The paver speed has a major effect on the forces acting on the screed. It is good practice to keep the speed of the paver as constant as possible during the paving operations. When changing trucks, it would be best if the transfer could be done without slowing or stopping the paver. At relatively slow paving speeds, it might be possible to make the truck exchange while keeping the head of material constant. This requires the level of mix in the hopper to be kept at least even with the bottom of the flow gates. If the normal paving speed is fast, or the truck exchange is slow, it will be better to stop the paver when the transfer of trucks occurs. When one truck is emptied, it should pull away from the paver. The paver should be brought from paving speed to a stop as quickly and as smoothly as possible without jerking the paver. The next truck should then be backed toward the paver, stopping short of the paver. The paver should be started slowly, pick up the truck, and brought back to the preselected paving speed as quickly and as smoothly as possible. This procedure will minimize the change in forces acting on the screed and will result in a near-constant mat thickness.<br />
<br />
Paver speed for various production and application rates can be calculated using the following equations or selected from '''''Figure 502-5'''''.<br />
<br />
::'''V = [(Rp)(L)]/60'''<br />
<br />
::'''L = 2000/9WA'''<br />
<br />
:::where:<br />
<br />
::'''V''' = paver speed (feet/minute)<br />
<br />
::'''Rp''' = plant production rate (ton/hour)<br />
<br />
::'''L''' = length of pavement (feet) placed per ton of mix<br />
<br />
::'''60''' = converts from hours to minutes<br />
<br />
::'''W''' = width of pavement (feet)<br />
<br />
::'''A''' = application rate or yield (pounds/square yards)<br />
<br />
::2000 = converts from tons to pounds<br />
<br />
::9 = converts from feet to square yards<br />
<br />
<br />
:'''Example -'''<br />
<br />
::Given: <br />
<br />
:::Application Rate (A) = 165 pounds/square yards<br />
<br />
:::Width of Pavement (W) = 11 feet<br />
<br />
:::Plant Production Rate (Rp) = 300 ton/hour<br />
<br />
::Find: Paver Speed (V)<br />
<br />
::First find the length of 11 foot (3.35 m) width pavement that can be placed per ton of mix.<br />
<br />
:::L = 2000/9WA = 2000/[9(11)(165)] = 10 feet/ton of mix<br />
<br />
::Next calculate the paver speed.<br />
<br />
:::V = RpL/60 = [(300 ton/hr)(10 ft/ton)] / 60 min/hr = 50 ft/min<br />
<br />
----<br />
{| class="wikitable"<br />
|-<br />
! colspan="16" |<br />
Figure 502-5 - Paver Speed<br />
<br />
PLANT PRODUCTION (TONS PER HOUR) YIELD IS POUNDS PER SQUARE YARD<br />
|-<br />
|<br />
<center></center><br />
|<br />
<center>100</center><br />
|<br />
<center>125</center><br />
|<br />
<center>150</center><br />
|<br />
<center>175</center><br />
|<br />
<center>200</center><br />
|<br />
<center>225</center><br />
|<br />
<center>250</center><br />
|<br />
<center>275</center><br />
|<br />
<center>300</center><br />
|<br />
<center>325</center><br />
|<br />
<center>350</center><br />
|<br />
<center>375</center><br />
|<br />
<center>400</center><br />
|<br />
<center>425</center><br />
|<br />
<center>450</center><br />
|-<br />
|<br />
<center>100</center><br />
|<br />
<center>27</center><br />
|<br />
<center>34</center><br />
|<br />
<center>41</center><br />
|<br />
<center>48</center><br />
|<br />
<center>55</center><br />
|<br />
<center>62</center><br />
|<br />
<center>69</center><br />
|<br />
<center>76</center><br />
|<br />
<center>83</center><br />
|<br />
<center>90</center><br />
|<br />
<center>97</center><br />
|<br />
<center>104</center><br />
|<br />
<center>111</center><br />
|<br />
<center>116</center><br />
|<br />
<center>125</center><br />
|-<br />
|<br />
<center>110</center><br />
|<br />
<center>25</center><br />
|<br />
<center>30</center><br />
|<br />
<center>37</center><br />
|<br />
<center>43</center><br />
|<br />
<center>50</center><br />
|<br />
<center>56</center><br />
|<br />
<center>62</center><br />
|<br />
<center>68</center><br />
|<br />
<center>75</center><br />
|<br />
<center>81</center><br />
|<br />
<center>87</center><br />
|<br />
<center>93</center><br />
|<br />
<center>99</center><br />
|<br />
<center>100</center><br />
|<br />
<center>112</center><br />
|-<br />
|<br />
<center>120</center><br />
|<br />
<center>23</center><br />
|<br />
<center>29</center><br />
|<br />
<center>34</center><br />
|<br />
<center>40</center><br />
|<br />
<center>45</center><br />
|<br />
<center>51</center><br />
|<br />
<center>57</center><br />
|<br />
<center>62</center><br />
|<br />
<center>68</center><br />
|<br />
<center>73</center><br />
|<br />
<center>79</center><br />
|<br />
<center>85</center><br />
|<br />
<center>91</center><br />
|<br />
<center>96</center><br />
|<br />
<center>102</center><br />
|-<br />
|<br />
<center>130</center><br />
|<br />
<center>21</center><br />
|<br />
<center>26</center><br />
|<br />
<center>31</center><br />
|<br />
<center>36</center><br />
|<br />
<center>42</center><br />
|<br />
<center>47</center><br />
|<br />
<center>53</center><br />
|<br />
<center>58</center><br />
|<br />
<center>63</center><br />
|<br />
<center>68</center><br />
|<br />
<center>74</center><br />
|<br />
<center>79</center><br />
|<br />
<center>84</center><br />
|<br />
<center>89</center><br />
|<br />
<center>95</center><br />
|-<br />
|<br />
<center>140</center><br />
|<br />
<center>19</center><br />
|<br />
<center>24</center><br />
|<br />
<center>29</center><br />
|<br />
<center>34</center><br />
|<br />
<center>39</center><br />
|<br />
<center>44</center><br />
|<br />
<center>49</center><br />
|<br />
<center>54</center><br />
|<br />
<center>59</center><br />
|<br />
<center>64</center><br />
|<br />
<center>69</center><br />
|<br />
<center>74</center><br />
|<br />
<center>79</center><br />
|<br />
<center>84</center><br />
|<br />
<center>89</center><br />
|-<br />
|<br />
<center>150</center><br />
|<br />
<center>18</center><br />
|<br />
<center>23</center><br />
|<br />
<center>27</center><br />
|<br />
<center>31</center><br />
|<br />
<center>36</center><br />
|<br />
<center>40</center><br />
|<br />
<center>45</center><br />
|<br />
<center>50</center><br />
|<br />
<center>55</center><br />
|<br />
<center>59</center><br />
|<br />
<center>64</center><br />
|<br />
<center>68</center><br />
|<br />
<center>73</center><br />
|<br />
<center>78</center><br />
|<br />
<center>82</center><br />
|-<br />
|<br />
<center>160</center><br />
|<br />
<center>17</center><br />
|<br />
<center>22</center><br />
|<br />
<center>26</center><br />
|<br />
<center>30</center><br />
|<br />
<center>34</center><br />
|<br />
<center>38</center><br />
|<br />
<center>43</center><br />
|<br />
<center>47</center><br />
|<br />
<center>51</center><br />
|<br />
<center>55</center><br />
|<br />
<center>60</center><br />
|<br />
<center>64</center><br />
|<br />
<center>68</center><br />
|<br />
<center>72</center><br />
|<br />
<center>77</center><br />
|-<br />
|<br />
<center>170</center><br />
|<br />
<center>16</center><br />
|<br />
<center>20</center><br />
|<br />
<center>24</center><br />
|<br />
<center>28</center><br />
|<br />
<center>32</center><br />
|<br />
<center>36</center><br />
|<br />
<center>40</center><br />
|<br />
<center>44</center><br />
|<br />
<center>48</center><br />
|<br />
<center>52</center><br />
|<br />
<center>56</center><br />
|<br />
<center>60</center><br />
|<br />
<center>64</center><br />
|<br />
<center>68</center><br />
|<br />
<center>72</center><br />
|-<br />
|<br />
<center>180</center><br />
|<br />
<center>15</center><br />
|<br />
<center>19</center><br />
|<br />
<center>23</center><br />
|<br />
<center>26</center><br />
|<br />
<center>30</center><br />
|<br />
<center>34</center><br />
|<br />
<center>38</center><br />
|<br />
<center>42</center><br />
|<br />
<center>46</center><br />
|<br />
<center>50</center><br />
|<br />
<center>53</center><br />
|<br />
<center>57</center><br />
|<br />
<center>61</center><br />
|<br />
<center>64</center><br />
|<br />
<center>68</center><br />
|-<br />
|<br />
<center>190</center><br />
|<br />
<center>14</center><br />
|<br />
<center>18</center><br />
|<br />
<center>22</center><br />
|<br />
<center>25</center><br />
|<br />
<center>29</center><br />
|<br />
<center>32</center><br />
|<br />
<center>36</center><br />
|<br />
<center>39</center><br />
|<br />
<center>43</center><br />
|<br />
<center>46</center><br />
|<br />
<center>50</center><br />
|<br />
<center>53</center><br />
|<br />
<center>57</center><br />
|<br />
<center>61</center><br />
|<br />
<center>65</center><br />
|-<br />
|<br />
<center>200</center><br />
|<br />
<center>14</center><br />
|<br />
<center>17</center><br />
|<br />
<center>20</center><br />
|<br />
<center>24</center><br />
|<br />
<center>27</center><br />
|<br />
<center>30</center><br />
|<br />
<center>34</center><br />
|<br />
<center>37</center><br />
|<br />
<center>41</center><br />
|<br />
<center>45</center><br />
|<br />
<center>49</center><br />
|<br />
<center>52</center><br />
|<br />
<center>55</center><br />
|<br />
<center>58</center><br />
|<br />
<center>62</center><br />
|-<br />
|<br />
<center>210</center><br />
|<br />
<center>13</center><br />
|<br />
<center>16</center><br />
|<br />
<center>19</center><br />
|<br />
<center>22</center><br />
|<br />
<center>26</center><br />
|<br />
<center>29</center><br />
|<br />
<center>33</center><br />
|<br />
<center>36</center><br />
|<br />
<center>39</center><br />
|<br />
<center>42</center><br />
|<br />
<center>46</center><br />
|<br />
<center>49</center><br />
|<br />
<center>52</center><br />
|<br />
<center>55</center><br />
|<br />
<center>59</center><br />
|-<br />
|<br />
<center>220</center><br />
|<br />
<center>12</center><br />
|<br />
<center>15</center><br />
|<br />
<center>18</center><br />
|<br />
<center>21</center><br />
|<br />
<center>24</center><br />
|<br />
<center>27</center><br />
|<br />
<center>31</center><br />
|<br />
<center>34</center><br />
|<br />
<center>37</center><br />
|<br />
<center>40</center><br />
|<br />
<center>43</center><br />
|<br />
<center>46</center><br />
|<br />
<center>49</center><br />
|<br />
<center>52</center><br />
|<br />
<center>55</center><br />
|-<br />
! colspan="16" |<br />
<center>'''COMPUTED PAVER SPEEDS IN FEET PER MINUTE FOR 11 FOOT WIDTH'''</center><br />
|}<br />
<br />
{| class="wikitable"<br />
|-<br />
|<br />
<center></center><br />
|<br />
<center>100</center><br />
|<br />
<center>125</center><br />
|<br />
<center>150</center><br />
|<br />
<center>175</center><br />
|<br />
<center>200</center><br />
|<br />
<center>225</center><br />
|<br />
<center>250</center><br />
|<br />
<center>275</center><br />
|<br />
<center>300</center><br />
|<br />
<center>325</center><br />
|<br />
<center>350</center><br />
|<br />
<center>375</center><br />
|<br />
<center>400</center><br />
|<br />
<center>425</center><br />
|<br />
<center>450</center><br />
|-<br />
|<br />
<center>100</center><br />
|<br />
<center>25</center><br />
|<br />
<center>32</center><br />
|<br />
<center>28</center><br />
|<br />
<center>44</center><br />
|<br />
<center>50</center><br />
|<br />
<center>57</center><br />
|<br />
<center>63</center><br />
|<br />
<center>69</center><br />
|<br />
<center>75</center><br />
|<br />
<center>82</center><br />
|<br />
<center>88</center><br />
|<br />
<center>94</center><br />
|<br />
<center>100</center><br />
|<br />
<center>107</center><br />
|<br />
<center>113</center><br />
|-<br />
|<br />
<center>110</center><br />
|<br />
<center>23</center><br />
|<br />
<center>28</center><br />
|<br />
<center>34</center><br />
|<br />
<center>40</center><br />
|<br />
<center>45</center><br />
|<br />
<center>50</center><br />
|<br />
<center>56</center><br />
|<br />
<center>61</center><br />
|<br />
<center>67</center><br />
|<br />
<center>72</center><br />
|<br />
<center>78</center><br />
|<br />
<center>83</center><br />
|<br />
<center>89</center><br />
|<br />
<center>94</center><br />
|<br />
<center>100</center><br />
|-<br />
|<br />
<center>120</center><br />
|<br />
<center>21</center><br />
|<br />
<center>26</center><br />
|<br />
<center>31</center><br />
|<br />
<center>37</center><br />
|<br />
<center>42</center><br />
|<br />
<center>47</center><br />
|<br />
<center>52</center><br />
|<br />
<center>58</center><br />
|<br />
<center>63</center><br />
|<br />
<center>68</center><br />
|<br />
<center>73</center><br />
|<br />
<center>79</center><br />
|<br />
<center>84</center><br />
|<br />
<center>89</center><br />
|<br />
<center>94</center><br />
|-<br />
|<br />
<center>130</center><br />
|<br />
<center>19</center><br />
|<br />
<center>24</center><br />
|<br />
<center>29</center><br />
|<br />
<center>35</center><br />
|<br />
<center>38</center><br />
|<br />
<center>43</center><br />
|<br />
<center>48</center><br />
|<br />
<center>52</center><br />
|<br />
<center>57</center><br />
|<br />
<center>62</center><br />
|<br />
<center>67</center><br />
|<br />
<center>71</center><br />
|<br />
<center>76</center><br />
|<br />
<center>81</center><br />
|<br />
<center>86</center><br />
|-<br />
|<br />
<center>140</center><br />
|<br />
<center>18</center><br />
|<br />
<center>22</center><br />
|<br />
<center>27</center><br />
|<br />
<center>33</center><br />
|<br />
<center>36</center><br />
|<br />
<center>41</center><br />
|<br />
<center>45</center><br />
|<br />
<center>49</center><br />
|<br />
<center>54</center><br />
|<br />
<center>59</center><br />
|<br />
<center>63</center><br />
|<br />
<center>68</center><br />
|<br />
<center>72</center><br />
|<br />
<center>76</center><br />
|<br />
<center>81</center><br />
|-<br />
|<br />
<center>150</center><br />
|<br />
<center>17</center><br />
|<br />
<center>21</center><br />
|<br />
<center>25</center><br />
|<br />
<center>30</center><br />
|<br />
<center>34</center><br />
|<br />
<center>38</center><br />
|<br />
<center>42</center><br />
|<br />
<center>47</center><br />
|<br />
<center>51</center><br />
|<br />
<center>55</center><br />
|<br />
<center>59</center><br />
|<br />
<center>64</center><br />
|<br />
<center>68</center><br />
|<br />
<center>72</center><br />
|<br />
<center>76</center><br />
|-<br />
|<br />
<center>160</center><br />
|<br />
<center>16</center><br />
|<br />
<center>20</center><br />
|<br />
<center>23</center><br />
|<br />
<center>27</center><br />
|<br />
<center>31</center><br />
|<br />
<center>34</center><br />
|<br />
<center>38</center><br />
|<br />
<center>42</center><br />
|<br />
<center>46</center><br />
|<br />
<center>49</center><br />
|<br />
<center>53</center><br />
|<br />
<center>57</center><br />
|<br />
<center>61</center><br />
|<br />
<center>65</center><br />
|<br />
<center>68</center><br />
|-<br />
|<br />
<center>170</center><br />
|<br />
<center>15</center><br />
|<br />
<center>18</center><br />
|<br />
<center>22</center><br />
|<br />
<center>26</center><br />
|<br />
<center>29</center><br />
|<br />
<center>32</center><br />
|<br />
<center>36</center><br />
|<br />
<center>40</center><br />
|<br />
<center>43</center><br />
|<br />
<center>46</center><br />
|<br />
<center>50</center><br />
|<br />
<center>54</center><br />
|<br />
<center>57</center><br />
|<br />
<center>60</center><br />
|<br />
<center>64</center><br />
|-<br />
|<br />
<center>180</center><br />
|<br />
<center>14</center><br />
|<br />
<center>17</center><br />
|<br />
<center>21</center><br />
|<br />
<center>25</center><br />
|<br />
<center>28</center><br />
|<br />
<center>31</center><br />
|<br />
<center>35</center><br />
|<br />
<center>39</center><br />
|<br />
<center>42</center><br />
|<br />
<center>45</center><br />
|<br />
<center>49</center><br />
|<br />
<center>53</center><br />
|<br />
<center>56</center><br />
|<br />
<center>59</center><br />
|<br />
<center>63</center><br />
|-<br />
|<br />
<center>190</center><br />
|<br />
<center>13</center><br />
|<br />
<center>17</center><br />
|<br />
<center>20</center><br />
|<br />
<center>23</center><br />
|<br />
<center>26</center><br />
|<br />
<center>30</center><br />
|<br />
<center>33</center><br />
|<br />
<center>36</center><br />
|<br />
<center>39</center><br />
|<br />
<center>43</center><br />
|<br />
<center>46</center><br />
|<br />
<center>49</center><br />
|<br />
<center>52</center><br />
|<br />
<center>56</center><br />
|<br />
<center>59</center><br />
|-<br />
|<br />
<center>200</center><br />
|<br />
<center>13</center><br />
|<br />
<center>16</center><br />
|<br />
<center>19</center><br />
|<br />
<center>22</center><br />
|<br />
<center>25</center><br />
|<br />
<center>28</center><br />
|<br />
<center>31</center><br />
|<br />
<center>34</center><br />
|<br />
<center>37</center><br />
|<br />
<center>40</center><br />
|<br />
<center>43</center><br />
|<br />
<center>46</center><br />
|<br />
<center>49</center><br />
|<br />
<center>52</center><br />
|<br />
<center>55</center><br />
|-<br />
|<br />
<center>210</center><br />
|<br />
<center>12</center><br />
|<br />
<center>15</center><br />
|<br />
<center>18</center><br />
|<br />
<center>21</center><br />
|<br />
<center>24</center><br />
|<br />
<center>27</center><br />
|<br />
<center>30</center><br />
|<br />
<center>33</center><br />
|<br />
<center>36</center><br />
|<br />
<center>39</center><br />
|<br />
<center>42</center><br />
|<br />
<center>45</center><br />
|<br />
<center>48</center><br />
|<br />
<center>51</center><br />
|<br />
<center>54</center><br />
|-<br />
|<br />
<center>220</center><br />
|<br />
<center>11</center><br />
|<br />
<center>14</center><br />
|<br />
<center>17</center><br />
|<br />
<center>20</center><br />
|<br />
<center>23</center><br />
|<br />
<center>26</center><br />
|<br />
<center>29</center><br />
|<br />
<center>32</center><br />
|<br />
<center>35</center><br />
|<br />
<center>38</center><br />
|<br />
<center>41</center><br />
|<br />
<center>44</center><br />
|<br />
<center>47</center><br />
|<br />
<center>50</center><br />
|<br />
<center>53</center><br />
|-<br />
! colspan="16" |<br />
<center>'''COMPUTED PAVER SPEEDS IN FEET PER MINUTE FOR 12 FOOT WIDTH'''</center><br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
|<br />
<br />
|<br />
100<br />
|<br />
125<br />
|<br />
150<br />
|<br />
175<br />
|<br />
200<br />
|<br />
225<br />
|<br />
250<br />
|<br />
275<br />
|<br />
300<br />
|<br />
325<br />
|<br />
350<br />
|<br />
375<br />
|<br />
400<br />
|<br />
425<br />
|<br />
450<br />
|-<br />
|<br />
100<br />
|<br />
20<br />
|<br />
25<br />
|<br />
30<br />
|<br />
35<br />
|<br />
40<br />
|<br />
45<br />
|<br />
50<br />
|<br />
55<br />
|<br />
60<br />
|<br />
65<br />
|<br />
70<br />
|<br />
75<br />
|<br />
80 <br />
|<br />
85<br />
|<br />
90<br />
|-<br />
|<br />
110<br />
|<br />
18<br />
|<br />
23<br />
|<br />
28<br />
|<br />
32<br />
|<br />
37<br />
|<br />
41<br />
|<br />
45<br />
|<br />
50<br />
|<br />
55<br />
|<br />
59<br />
|<br />
64<br />
|<br />
68<br />
|<br />
73<br />
|<br />
77<br />
|<br />
82<br />
|-<br />
|<br />
120<br />
|<br />
17<br />
|<br />
21 <br />
|<br />
25<br />
|<br />
29<br />
|<br />
33<br />
|<br />
36<br />
|<br />
42<br />
|<br />
46<br />
|<br />
50<br />
|<br />
54<br />
|<br />
58<br />
|<br />
63<br />
|<br />
67<br />
|<br />
71 <br />
|<br />
75<br />
|-<br />
|<br />
130<br />
|<br />
15<br />
|<br />
19<br />
|<br />
23<br />
|<br />
27<br />
|<br />
31<br />
|<br />
34<br />
|<br />
38<br />
|<br />
42<br />
|<br />
46<br />
|<br />
50<br />
|<br />
54<br />
|<br />
58<br />
<br />
|<br />
62<br />
|<br />
66<br />
|<br />
69<br />
|-<br />
|<br />
140<br />
|<br />
14<br />
|<br />
17<br />
|<br />
21<br />
|<br />
25<br />
|<br />
29<br />
|<br />
32<br />
|<br />
36<br />
|<br />
39<br />
|<br />
43<br />
|<br />
46<br />
|<br />
50<br />
|<br />
53<br />
|<br />
57<br />
|<br />
61<br />
|<br />
65<br />
|-<br />
|<br />
150<br />
|<br />
13<br />
|<br />
16<br />
|<br />
20<br />
|<br />
23<br />
|<br />
27<br />
|<br />
30<br />
|<br />
33<br />
|<br />
36<br />
|<br />
40<br />
|<br />
43<br />
|<br />
47<br />
|<br />
50<br />
|<br />
53<br />
|<br />
56<br />
|<br />
60<br />
|-<br />
|<br />
160<br />
|<br />
12<br />
|<br />
15<br />
|<br />
19<br />
|<br />
22<br />
|<br />
25<br />
|<br />
28<br />
|<br />
31<br />
|<br />
34<br />
|<br />
38<br />
|<br />
41<br />
|<br />
44<br />
|<br />
47<br />
|<br />
50<br />
|<br />
53<br />
|<br />
56<br />
|-<br />
|<br />
170<br />
|<br />
12<br />
|<br />
15<br />
|<br />
18<br />
|<br />
20<br />
|<br />
23<br />
|<br />
26<br />
|<br />
30<br />
|<br />
33<br />
|<br />
36<br />
|<br />
38<br />
|<br />
41<br />
|<br />
44<br />
|<br />
47<br />
|<br />
50<br />
|<br />
53<br />
|-<br />
|<br />
180<br />
|<br />
11<br />
|<br />
14<br />
|<br />
17<br />
|<br />
19<br />
|<br />
22<br />
|<br />
25<br />
|<br />
28<br />
|<br />
31<br />
|<br />
34<br />
|<br />
36<br />
|<br />
39<br />
|<br />
42<br />
|<br />
45<br />
|<br />
47<br />
|<br />
50<br />
|-<br />
|<br />
190<br />
|<br />
10<br />
|<br />
13<br />
|<br />
16<br />
|<br />
19<br />
|<br />
21<br />
|<br />
23<br />
|<br />
26<br />
|<br />
29<br />
|<br />
32<br />
|<br />
34<br />
|<br />
37<br />
|<br />
39<br />
|<br />
42<br />
|<br />
44<br />
|<br />
47<br />
|-<br />
|<br />
200<br />
|<br />
10<br />
|<br />
12<br />
|<br />
15<br />
|<br />
18<br />
|<br />
21<br />
|<br />
22<br />
|<br />
25<br />
|<br />
28<br />
|<br />
30<br />
|<br />
32<br />
|<br />
35<br />
|<br />
38<br />
|<br />
40<br />
|<br />
42<br />
|<br />
45<br />
|-<br />
|<br />
210<br />
|<br />
9<br />
|<br />
11<br />
|<br />
14<br />
|<br />
17<br />
|<br />
19<br />
|<br />
21<br />
|<br />
24<br />
|<br />
26<br />
|<br />
29<br />
|<br />
31<br />
|<br />
33<br />
|<br />
35<br />
|<br />
38<br />
|<br />
40<br />
|<br />
43<br />
|-<br />
|<br />
220<br />
|<br />
9<br />
|<br />
11<br />
|<br />
14 <br />
|<br />
16<br />
|<br />
18<br />
|<br />
20<br />
|<br />
23<br />
|<br />
25<br />
|<br />
28<br />
|<br />
30<br />
|<br />
32<br />
|<br />
34<br />
|<br />
37<br />
|<br />
39<br />
|<br />
41<br />
|-<br />
! colspan="16" |<br />
<center>'''COMPUTED PAVER SPEEDS ON FEET PER MINUTE FOR 15 FOOT WIDTH'''</center><br />
|}<br />
<center>'''Figure 502-5'''<br />
'''Paver Speeds'''</center><br />
----<br />
<br />
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<br />
====[[#Screed Heaters|Screed Heaters]]====<br />
<br />
The screed is equipped with heaters, the purpose of which is to increase the temperature of the cold bottom screed plate to about 320°F (160°C). A properly heated screed, particularly at the start of the day’s paving operations, or after any extended shutdown of the paving process, provides a more uniform mat surface texture. It is necessary for the screed to be the same temperature as the mixture being placed in order to assure that the mix does not stick to the screed plate and tear the mat, causing a rough texture to the surface. To preheat the screed, the heaters are normally operated for a period of 10 minutes to 20 minutes before the commencement of the paving operation. Care should be taken to avoid overheating, which can cause permanent warping of the screed.<br />
<br />
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<br />
====[[#Crown Control|Crown Control]]====<br />
<br />
The screed on the paver can be angled at its center to provide for positive or negative crown. The amount of crown that can be introduced into the screed varies with the width of the basic screed and with the make and model of the equipment. When rigid extensions are being used in conjunction with the main screed, the crown can usually be altered at any of the points where the extensions are joined. If a hydraulically extendable screed is being used with the paver, the crown can be introduced in the center of the main screed and also at the points between the main screed and the hydraulic extensions.<br />
<br />
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<br />
====[[#Vibrators|Vibrators]]====<br />
<br />
The amount of compaction imparted to the asphalt mixture is a function of many variables. Two factors within the screed itself can contribute to the degree of compaction. The first is the frequency of vibration and the second is the amplitude of the compactive effort. The frequency of vibration is controlled by the rotary speed of the vibrator shaft. The applied amplitude is determined by the location of the eccentric weights that are located on the shaft. In general, the vibrators should be used near the maximum possible frequency.<br />
<br />
The density obtained by the paver screed is also a function of the speed of the paver. The faster the paver moves, the less time the screed sits over any particular point in the new mat, thus the amount of compactive effort applied by the screed decreases. For asphalt mixes, it can be expected that about 70 percent to 80 percent of the theoretical maximum density may be obtained as the mixture passes under the screed.<br />
<br />
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<br />
====[[#Extensions|Extensions]]====<br />
<br />
When the basic width of the paver screed needs to be changed to accommodate increased paving widths, rigid or hydraulic screed extensions can be employed. Rigid extensions come in several widths, usually 6 inch, 12 inch, 2, 3, and 5 foot sections.<br />
<br />
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<br />
====[[#Rigid Extensions|Rigid Extensions]]====<br />
<br />
In order to keep the paver in balance, where possible, the width of the rigid extensions added should be approximately equal on both sides of the screed. It is important for the screed extension to be attached securely to the main screed. Further, the extension must be set at the same elevation and angle as the basic screed to prevent the presence of a transition line, or ridge, at the intersection of the main screed and the extension. Alignment of the front edge of the extension is typically controlled independently of the alignment of the rear edge of the extension. Whenever a rigid screed extension is employed on the basic screed, auger extensions and the accompanying auger tunnel extensions should also be added. The length of the auger extensions should, in general, be the same length as the screed extensions. The distance between the end of the auger extension and the end gate should be about 12 inches.<br />
<br />
Further, whenever rigid extensions are employed, the strike off, or pre-strike off, assembly must be added to the extension and set at the same location as the strike off on the main screed. An end gate is attached to the end of the screed to restrict the outward movement of the mix around the end of the screed.<br />
<br />
Cutoff shoes can be used, if necessary, to reduce the width of mixture being placed to a width that is less than the basic main screed width.<br />
<br />
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<br />
====[[#Hydraulic Extensions|Hydraulic Extensions]]====<br />
<br />
Most paver manufacturers have developed hydraulically extendable screeds that trail the main screed on the paver. One make of paver, however, is equipped with a power extendable screed that places the extendable portion of the screed in front of the main screed. If the extensions on the extendable portion of the screed are not properly aligned with the main screed, a longitudinal mark, or ridge, will occur in the surface of the mix at the junction between the two screeds. This mark can easily be eliminated by adjusting the elevation of the extendable screed in relation to the main screed. In addition to the longitudinal mark, a mismatch in the elevation between the two screeds can also result in a possible difference in surface texture. Finally, the difference in the alignment of the two screeds can cause a difference in the degree of compaction that is obtained from the screed. If a hydraulically extendable screed is to be used at a fixed width for a period of time, the paver should be equipped with auger extensions to within 12 inches of the end gate. Some pavers may be equipped with augers that extend automatically as the screed is extended.<br />
<br />
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<br />
====[[#Ski|Ski]]====<br />
<br />
<div style="float: right; padding-left: 10px;"><br />
[[File:Fig502-5.jpg|thumb|600px]]<br />
[[File:Fig502-6.jpg|thumb|600px|Figure 502-6 - Floating Ski for Slope Control]]<br />
</div><br />
<br />
One type of reference device, termed a floating ski or beam, is a series of feet, or shoes, attached to the bottom of the floating beam. The purpose of the shoes is to allow one or more of them to pass over a high or low point in the existing surface without altering the slope of the whole beam. The grade sensor usually rides directly on the beam at its midpoint. This floating ski system averages out the variation of the existing grade over a 30 or 40 foot length. See '''''Figure 502-6'''''.<br />
<br />
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<br />
====[[#Grade Reference Controls|Grade Reference Controls]]====<br />
<br />
Automatic screed controls are employed to keep the elevation of the pull points on the paver at a more constant elevation relative to the grade reference being used. Deviations in the pavement surface are averaged out over the length of the grade reference device. There are four basic types of grade references that can be employed to maintain the elevation of the screed pull point: the erected string line, the mobile mat reference, 30 foot floating ski, and the joint matching shoe. Each type of reference can be used on either side of the paver, or on both sides at the same time. When a grade reference is used in conjunction with a slope control device, the grade reference sensor is typically positioned on the centerline side of the paver, with the slope controller determining the thickness of the mat on the outside edge of the pavement.<br />
<br />
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<br />
====[[#String Line|String Line]]====<br />
<br />
String line allows for the smoothest possible asphalt mat behind the paver screed. The elevation of the string line must be set by a survey crew and the set line must be very taut. Typically, the string is supported on metal posts at 25 foot intervals. The haul trucks and all paving personnel must keep away from the line and not disturb it in any way. Once the line is set at the proper elevation, it is imperative that the line remain untouched both before and after the paver sensor passes over.<br />
<br />
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<br />
====[[#Joint Matching Shoe|Joint Matching Shoe]]====<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig502-7.jpg|thumb|center|600px|Figure 502-7 - Joint Matching Shoe for Slope Control]]</div><br />
<br />
Another type of grade referencing device is the joint matching shoe. This device consists of a short 12 inch shoe or ski that is used to reference the grade of an adjacent piece of pavement or curb. This type of reference device is used only when the grade being sensed is relatively smooth. Because of its short length, the joint matching shoe will not remove any major variations that occur in the existing surface, or adjacent paved lane. See '''''Figure 502-7'''''.<br />
<br />
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<br />
====[[#Mobile Mat Reference System|Mobile Mat Reference System]]====<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig502-8.jpg|thumb|center|600px|Figure 502-8 - Example of a Mobile Mat Reference System]]</div><br />
<br />
The mobile reference system, illustrated in '''''Figure 502-8''''', combines the front mounted 30 foot floating beam with a 20 foot mat reference beam. The mat reference beam is spring supported on a series of wheels that roll on the mat. It responds to and averages changes in mat elevation in the same manner as the floating beam. A superstructure that spans the screed and auger areas ties the two together and supports the grade sensor. This 55 foot overall length assembly produces a mat with an exceptionally smooth riding surface. This arrangement permits an average to be taken from the grade surface and another to be taken from the freshly laid mat. These averages are combined and measured at the grade sensor near the screed tow point. A mean average is thus obtained over the entire span. This arrangement can sense and correct any change in screed elevation.<br />
<br />
This system spans a distance greater than three wire reference stakes spaced at 25 foot intervals to produce a better average reference and eliminates potential errors inducted into the mat by an improperly maintained wire reference. It can be configured for automatic grade and slope, or dual grade control, as shown in '''''Figure 502-8'''''.<br />
<br />
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<br />
====[[#Slope Control|Slope Control]]====<br />
<br />
Paving done with automatic screed controls is accomplished with a combination of grade control on one side of the paver and slope control to determine the grade on the other side of the paver. See [http://hct591jbosds790/wiki/index.php/File:Fig502-6.jpg '''''Figure 502-6'''''].<br />
<br />
The slope control operates through a slope sensor that is located on a cross beam between the two side arms on the screed. One side of the paver is controlled by the grade referencing sensor and the other side is controlled by the slope controller. When slope control is used, the thickness of the mat on the side of the paver that is controlled by the slope sensor could be variable, depending upon the condition of the existing surface. The desired degree of cross slope is dialed into the slope controller. Before the automatic screed controls are engaged, the screed must be nulled before paving starts and the proper angle of attack must be set. If the automatic controls are being used, the screed operator should not try to change the screed manually by turning the thickness control crank.<br />
<br />
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<br />
====[[#Rollers|Rollers]]====<br />
<br />
Rollers are used to compact the mixture to the required density. The Contractor will use several types of rollers and each type is used for different purposes. Three types of self-propelled rollers are currently being used: static steel wheel, pneumatic tire rollers and vibratory rollers. Fuel oil is not permitted for use on tapered joint rollers and mobile mat reference wheels.<br />
<br />
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<br />
====[[#Static|Static]]====<br />
<br />
Static steel wheel rollers normally range in weight from 3 to 6 tons and have compression drums or rolls that vary in diameter from 30 to more than 60 inches. The gross weight of the roller can be altered by adding ballast water to the roller drums.<br />
<br />
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<br />
====[[#Vibratory|Vibratory]]====<br />
<br />
Vibratory rollers come in a variety of configurations. Double-drum vibratory rollers come in single-articulated-frame and double-articulated-frame models. These vibratory rollers can be operated in any one of three modes: static, with one drum vibrating and one drum static, and with both drums vibrating. For relatively thin layers of mix, generally less than 1-1/2 inch, the vibratory roller should typically be operated in the static mode. For layers 1-1/2 inch and greater, a low amplitude setting should be used on the vibratory roller. As the layer thickness increases, it may help to increase the amplitude applied to the mix as recommended by the manufacturer.<br />
<br />
{{top}}<br />
<br />
====[[#Pneumatic|Pneumatic]]====<br />
<br />
Pneumatic tire rollers are required for initial compaction on all base and some leveling courses to knead the material into all cracks and depressions for better density. This type roller’s compactive effort is a function of the wheel load, the tire pressure, the tire design and the depth of penetration of the tires into the mix. All the tires should be the same size, ply and tire pressure. The tire pressure used depends, in part, upon the number of plies used in the tires. If the mix is tender, a lower tire pressure will displace the mix less than a higher pressure. For a stiff mix, a higher tire pressure should be used. It is very important that proper air pressure be maintained in all tires. This type of roller must be equipped with a skirt around the bottom of the roller and within 3 inches of the new surface. This skirt will help keep the tires hot by holding the heat from the mix under the roller. The tire surface must be kept hot to reduce the pick up of fines from the mixture being compacted. Rollers can also be a combination of both pneumatic and steel wheel.<br />
<br />
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<br />
====[[#Hand Tools|Hand Tools]]====<br />
<br />
Adequate hand tools, and proper equipment for cleaning and heating them, should be available for the paving operation. These tools include rakes, shovels, lutes, 10 foot straightedge, carpenter’s level and blocks and shims for supporting the screed of the paver when beginning operations at a butt joint. Not all of these tools are necessarily used on every project, or every day of a particular job. Rakes, shovels and lutes are frequently used by personnel around the paver. While the paver is operating, laborers may work, or rework, a portion of the mix to fit the paving around objects and to fill in areas that the paver does not pave adequately, or cannot reach. Non-biodegradable agents that dissolve the HMA mixture, such as fuel oil, shall not be used at the paving site.<br />
<br />
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<br />
===[[#Surface Preperation|Surface Preperation]]===<br />
<br />
<br />
====[[#Aggregate Base|Aggregate Base]]====<br />
<br />
The ride quality of the surface depends, to a great degree, upon the conditioning and preparation of the aggregate surface. The aggregate base course must meet all the requirements for moisture content, density and smoothness. The aggregate base must provide a firm foundation before paving commences. If distortion of the base course occurs during the paving operation, the mixture placement should be stopped until the condition of the base course is corrected. If the aggregate surface is left exposed to the weather, either allowed to dry out or become saturated by rain, sufficient tests must be made immediately prior to placing the mixture to ensure that density requirements are met. Raveled, dried-out surfaces must be re-compacted and restored to the proper cross section. Saturated areas must be allowed to dry prior to placing mixture. The aggregate base must be rolled after final trimming in order to pack down any loose gravel and minor dips caused by the trimmer.<br />
<br />
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<br />
====[[#Cold-Milled Surface|Cold-Milled Surface]]====<br />
<br />
The proposal and plans should be reviewed to see if the cold-milling will be for profiling, or for a specified depth. Profiling is used to establish a new cross section in the existing pavement. Milling can be accomplished in any width necessary; however, the width is typically 6.25 feet. Equipped with automatic grade and slope controls, the milling machine is capable of producing a level surface in one pass over the existing pavement. A surface that has been milled typically is very dusty and dirty. Once the pavement has dried, multiple passes of a mechanical broom are needed to remove all the residual grit from the milled surface. Care should be exercised to keep dust to a minimum. Any dust and dirt left on the milled surface will greatly affect the bond between that course and the new overlay. When cold-milling by the ton is a pay item, a weigh person will be needed. Cold-milling machines may be used to do the work involved in the pay item of removing HMA surface by the square foot (square meter).<br />
<br />
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<br />
====[[#Old HMA Pavement|Old HMA Pavement]]====<br />
<br />
Before overlaying an old HMA pavement, it should be inspected. The degree of preparation depends upon the condition of the existing surface. Slick, highly polished surfaces, potholes, old patches, cracks and joints may require repairs. At a minimum, the failed areas should be removed and replaced, the potholes properly patched, the cracks cleaned out and the ruts filled, or preferably removed by cold-milling. Proper subsurface drainage should be installed as necessary. Old patches that show signs of instability, areas with excess asphalt, or excess crack filler, and areas with loose material should be removed and repaired.<br />
<br />
At a minimum, all repairs shown on the plans shall be completed.<br />
<br />
The inspector should mark areas that will require wedging, which will usually occur when the existing pavement has depressions of 1 inch or more. Unless otherwise noted, the patching and wedging work is done with the mixture that will be used for the leveling course. The top course mixture can be used for wedging when the thickness is less than 2 inches. All horizontal and vertical surfaces that will be in contact with the new HMA mixture must be thoroughly cleaned. This can be accomplished by using a rotary broom, flushing with water, and other methods that may be required to remove clay and dirt. Vegetation and debris should be removed from joints and cracks. Cleaning of the roadway surface may be a pay item.<br />
<br />
{{top}}<br />
<br />
====[[#Old Rigid Pavement|Old Rigid Pavement]]====<br />
<br />
Before overlaying the old pavement, it should be inspected. Any severely distressed areas in the old rigid pavement surface should be cut out, removed and replaced using full depth repairs with PCC, or hot mix asphalt. Any severely spalled areas at joints should be repaired using partial-depth repair methods. Rocking slabs must be stabilized. Joints that are poorly sealed should have the old seal material removed and the joints cleaned. Some pavements may be disintegrated so badly that the fragments may have to be removed. Pavement sags and rough areas may require a wedging course. The inspector should check the entire pavement surface to ensure that all corrections are made before resurfacing work begins. The final step before the bond coat is applied is to thoroughly clean the existing surface by brooming and/or other methods; all vegetation and debris must be removed from pavement joints and cracks.<br />
<br />
Before placing the bond coat, the inspector should make certain that the surface has been swept clean of all foreign material, such as debris, leaves, dirt, etc.<br />
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<br />
===[[#Adjusting Drainage Structures|Adjusting Drainage Structures]]===<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig 502-9.jpg|thumb|400px|Figure 502-9 - Adjusting Drainage Structures]]</div><br />
<br />
One of the greatest contributors to a poor ride on an urban project is the improper adjustment of manholes. Refer to [[403 - Drainage Structures|Section 403]] of this manual for more information on adjusting drainage structure.<br />
<br />
To make a proper adjustment, the inspector should string line along the roadway after the leveling course has been placed, 15 feet either side of the structure in a longitudinal direction and in a transverse direction from the centerline to the edge of pavement, or curb line. The top of the cover should be set 1/8 inch lower than the string line, adjusted to the elevation of the planned overlay. Care must be taken to adjust the top of the cover to the slope of the planned finished roadway.<br />
<br />
The inspector should also check the structure to determine that the casting is firmly set in place. The adjacent pavement, curb, or curb and gutter, shall be replaced to the original elevation, condition and type of construction, unless otherwise provided. Refer to '''''Figure 502-9'''.'' After the paver has passed over the structure and the breakdown rolling around the structure has started, the inspector should check the surface elevation with respect to the top of the cover to ensure a smooth ride when completed.<br />
<br />
Hand raking and shaping around the cover must be completed before the material cools. It may be necessary to compact these areas by the hand tamper method. Structures located in the roadway should have the top of the cover flush with the wearing surface when the final compaction is completed. On structures in the curb line out of the traveled roadway, the top of the cover should be 3/8 inch (8 mm) below the wearing surface after final compaction is completed.<br />
<br />
Improper adjustments of catch basins can create drainage problems, which will lead to early deterioration of the roadway. Adjust catch basins after the leveling course has been placed. After the paver placing the top course has passed over the structure and the hand raking and shaping have been completed, it may be necessary to compact this area by the hand tamper method. Refer to '''''Figure 502-10'''.''<br />
<br />
[[File:Fig 502-10.jpg|thumb|center|400px|Figure 502-10 - Adjusting Drainage Structures]]<br />
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<br />
===[[#Wedging|Wedging]]===<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig 502-11.png|thumb|400px|Figure 502-11 - Wedging HMA Pavement]]</div><br />
<br />
Some old surfaces may need to be leveled or smoothed before the new surface is placed. This requires a HMA layer of varying thickness to be placed and is referred to as wedging. If the wedging course is 3 inches or less, the inspector should string line the area to be wedged to determine the limits of wedging. If the wedging is greater than 3 inches, two courses of HMA mixture may be required. The thickness of each course generally should not exceed 3 inches. This process is typically used for superelevation corrections, placing a wedging course so that the leveling and top courses can be placed at a uniform thickness. '''''Figure 502-11''''' illustrates the wedging process.<br />
<br />
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<br />
===[[#Bond Coat|Bond Coat]]===<br />
<br />
The bond coat, also called the tack coat, consists of an asphaltic emulsion applied to an existing surface to promote adhesion between the old surface and the new asphalt overlay. If a good bond is not formed between the existing surface and the new overlay, a slippage, or sliding-type, failure can easily occur. All existing pavements, including newly-constructed HMA surfaces, which are to be surfaced with HMA, will receive a bond coat application. <br />
<br />
The bond coat material must be applied with an approved distributor with a uniform spray. See '''''Figure 502-12'''.'' All nozzles on the distributor should be open and functioning. All nozzles should be turned at the same angle to the spray bar: approximately 30 degrees, depending upon the manufacturer’s recommendations. In addition, the spray bar should be set at the proper height above the pavement surface to provide for a double or triple lap of the liquid asphalt materials. The bond coat material should be heated to the proper temperature so that it is fluid enough to be sprayed from the nozzles.<br />
<br />
A bond coat is an application of an asphaltic emulsion to an existing surface as a bond or tack coat ensuring adhesion with the overlying surface and preventing displacement ahead of the roller.<br />
<br />
All existing pavements, including newly-constructed HMA widening, which are to be surfaced, should receive a bond coat application. Bond coat material must be applied with an approved distributor with a uniform spray. The existing surface texture will determine the rate of application up to the maximum rate of 0.10 gallons/square yards. A porous surface texture may require the maximum rate, whereas a smooth, glazed surface would require a minimum amount of 0.05 gallons/square yards. This minimum rate should also be used between courses as a tack coat.<br />
<br />
Before the application of bond coat, the surface must be dry and free of sand, gravel and dust. Bridge railings and piers, curb and gutter pans, and guardrails must be protected from the spray of bond coat by the use of shields. Plan the width of application to ensure having bond coat under the matching longitudinal joint. Avoid spraying adjacent completed surfaces that will remain exposed. The three essential requirements of a bond coat are:<br />
<br />
# It must be thin.<br />
# It must be uniform.<br />
# It must be cured before surfacing.<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:502-12.JPG|thumb|center|600px|Figure 502-12 - Distributor Spray Pattern]]</div><br />
Excess bond coat may create a slip plane between courses, bleed into the overlaying course and cause flushing. All traffic must be kept off of the bond coat until it is cured. Bond coats may be considered cured when your shoes tend to stick without picking up material when walking over it.<br />
<br />
Whenever the temperature of the previously placed mats falls below 170°F prior to placement of the adjacent mat, or when placing base mix and the air temperature is below 50°F, the vertical edges of the initial mat shall be coated with HMA bond coat material before the mixture is placed in the adjacent section.<br />
<br />
If trucks backing into the paver pick up emulsion, thus leaving the pavement clean, the bond coat is not cured. After curing, only traffic essential in the work should be allowed on the bond coat. The work should be planned so the bond coat is not applied too far in advance of the paving operation. Breakdowns and bad weather can create problems with large areas of bond coat that are left unsurfaced. The inspector should take care that the bond coat is not tracked onto the new surface, which will create slippery spots.<br />
<br />
The bond coat material shall be applied ahead of the paving operation for a distance of at least 1500 feet, depending upon traffic conditions, as determined by the Engineer. The surfacing or construction traffic shall not be allowed on the existing pavement until the bond coat has cured. Only enough bond coat should be applied that can be covered the same day.<br />
<br />
The uniform application of the emulsion is a function of the asphalt distributor and the skill of the operator. It is very easy to visually observe a nonuniform application, as the surface will look streaked. Things that can cause a nonuniform application are, improper temperature, improper pump speed, sprayer bar height improperly set, spray nozzles clogged, or the nozzle overlap pattern is improperly adjusted. When the inspector sees an improper bond coat application, the operation should be stopped. The Contractor would then correct the problem and show that a uniform application can be made before being allowed to continue paving on the project.<br />
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<br />
===[[#Placing HMA Mixture|Placing HMA Mixture]]===<br />
<br />
It is the Contractor’s responsibility to uniformly place the HMA mixture to the specified grade and thickness. It is the MDOT inspector’s responsibility to ensure that the Contractor is providing a specification product.<br />
<br />
If the inspector observes the Contractor not providing a specification product, the paving process should be stopped until the Contractor makes the corrections needed before being allowed to continue. All HMA lifts shall be placed, compacted, and allowed to cool to at least 130°F, or cool enough to support construction equipment without visible distortion or distress of the mat prior to placing any subsequent HMA layers.<br />
<br />
Close cooperation between the paving crew and the asphalt plant is essential in securing a satisfactory and uniform product. A fast means of communication should be established between the plant and the paving crew so that any changes to the mixture can be promptly communicated. Mixture temperature should be checked regularly when the mix arrives on the project and recorded on the load tickets.<br />
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====[[#Placement Temperature|Placement Temperature]]====<br />
<br />
It is the Contractor’s responsibility to ensure that the mixture temperature is adequate for placement and compaction; however, if the inspector observes mixture that is either too cold or too hot, the problem should be pointed out to the Contractor and the Engineer.<br />
<br />
* Too Hot: Blue smoke rising from the mix usually indicates an overheated truckload. The temperature should be checked immediately. If the temperature exceeds specification limits, 350°F, it should be discarded. If it exceeds optimum placement temperature, but does not exceed the specification limit, the truckload is usually not discarded, but immediate steps should be taken to correct the condition.<br />
<br />
* Too Cold: A generally stiff appearance, or improper coating of the larger aggregate particles, indicates a cold mixture. Again, the temperature should be checked immediately. If it is below the specification limit, 250°F, it should be discarded. If it is within the specification limit, but below optimum placing temperature, steps should be taken immediately to correct the situation by contacting the plant.<br />
<br />
* Excess Moisture. Steam rising from the mix as it is dumped into the hopper of the spreader indicates moisture in the mix. It may be bubbling or popping as if it were boiling. The mix may also foam so that it appears to have too much asphalt.<br />
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<br />
====[[#Texture|Texture]]====<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig 502-13.jpg|thumb|500px|Figure 502-13 - Mat Texture]]</div><br />
<br />
As the first load of mixture is being spread, the texture of the unrolled surface should be checked to determine uniformity. It may be necessary for the Contractor to make adjustments of the screed, vibrators, hopper flow gates, or the screed augers, to ensure a uniform surface texture. These adjustments should be completed within the first two loads placed. Refer to '''''Figure 502-13''''' for some typical mat appearances.<br />
<br />
Nonuniform mixing shows up as spots of lean, brown, and dull appearing material within areas of rich and shiny appearance. A result of specified mix contaminated with inferior performing, non-specification mix.<br />
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<br />
====[[#Yield|Yield]]====<br />
<br />
The inspector should check the placement yield occasionally. The first yield check should be made as soon as the Contractor has completed all paver adjustments. This check is done by roughly measuring the area covered by one truckload; the tonnage placed is known from the load ticket. Dividing the tonnage placed, by the area covered, will give the yield. To convert the yield to mat thickness, the following will be helpful: 110 pounds/square yard = 1 inch of thickness. If this yield is found to be high or low from that specified on the plans, a slight adjustment of the thickness controls should be made and the yield rechecked. Once the proper yield has been obtained, only periodic checks will be required each day.<br />
<br />
<br />
'''Example:''' <br />
<br />
Contract Plans Specify 165 pounds/square yard. <br />
<br />
'''Load ticket =''' 46.96 tons x 2000 pounds per ton= 93920 pounds<br />
<br />
'''Area Covered:''' 421 feet x 12 feet wide/9 sft/syd = 561.33 square yards<br />
<br />
'''Yield =''' 93920 pounds/561.33 square yards= 167.3 lbs/square yard.<br />
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<br />
====[[#Segregation|Segregation]]====<br />
<br />
Another texture problem that may be observed is caused by material segregation. If segregation is observed, the paving operation should be stopped until the problem is corrected. The pattern of segregation can normally identify the cause of the segregation. '''''Figure 502-14''''' shows some typical surface patterns and the causes.<br />
<br />
Other surface blemishes are caused by the truck backing into the paver, the screed settling when the paver stops and when the paver operator empties the hopper wings into an empty hopper. A diagnostic guide is included here to help in identifying the cause and fix for a range of segregation problems.<br />
<br />
Segregation of the aggregates in the mix may occur because of improper handling and may be serious enough to warrant rejection. Loads that have become contaminated because of spilled gasoline, kerosene, oil and the like, should not be used in the roadway.<br />
<br />
[[file:fig 502-14a.JPG|thumb|center|600px|Figure 502-14 - Material Segregation]]<br />
<br />
<center>Continuous Both Sides<br />
Paver speed too fast, or end of screed extensions too far from the end of the augers, or too much loose material built up at the end of the screed.</center><br />
<br />
[[file:fig 502-14b.JPG|thumb|center|600px|Figure 502-14(Cont.) - Material Segregation]]<br />
<br />
<center>Centerline<br />
Paver speed too fast, or reversing auger paddles missing, or lift thickness may be too thin for mixture being placed.</center><br />
<br />
[[file:fig 502-14c.JPG|thumb|center|600px|Figure 502-14(Cont.) - Material Segregation]]<br />
<br />
<center>Echelon<br />
Paver hopper is emptied before starting to unload truck, or cold mix in paver wings is emptied into empty paver hopper, or material in the trucks is segregated because of improper loading, or when using dump trucks not holding tailgate closed until load slides against it.</center><br />
<br />
----<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Segregation Diagnostic Guide'''</center><br />
|-<br />
!<br />
<center>'''Cause'''</center><br />
!<br />
<center>'''Fix'''</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Loose Streak/Streaks (Narrow) Down the Center of the Mat'''</center><br />
|-<br />
|<br />
<center>Head of Material Low</center><br />
|<br />
<center>Maintain 1/2 Auger Level</center><br />
|-<br />
|<br />
<center>Missing or Damaged Deflector Plates</center><br />
|<br />
<center>Repair or Replace</center><br />
|-<br />
|<br />
<center>Wrong Center Auger Flights/Damaged</center><br />
|<br />
<center>Replace, Try Reverse Flights</center><br />
|-<br />
|<br />
<center>Lead Crown too Low</center><br />
|<br />
<center>Adjust</center><br />
|-<br />
|<br />
<center>Pre-Strike-Off Low in Center</center><br />
|<br />
<center>Adjust to Level Across Screed</center><br />
|-<br />
|<br />
<center>Improper Auger Height</center><br />
|<br />
<center>Try Different Height Settings</center><br />
|-<br />
|<br />
<center>High Spot in Center of Existing Grade</center><br />
|<br />
<center>Increase Mat Height, Fix Grade</center><br />
|-<br />
|<br />
<center>Mix Design, Cold or Low Liquid Content</center><br />
|<br />
<center>Adjust at Plant</center><br />
|-<br />
|<br />
<center>Mix Spilled in Front of Paver</center><br />
|<br />
<center>Hopper Flashing, Truck Dumping</center><br />
|-<br />
|<br />
<center>Auger Speed and Flow Gate Setting</center><br />
|<br />
<center>Adjust Feeder Sensors/Flow Gates</center><br />
|-<br />
|<br />
<center>Inverted Crown in Screed</center><br />
|<br />
<center>Adjust, Check Mat Profile</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Loose Strip (Wide) Down the Center of the Mat'''</center><br />
|-<br />
|<br />
<center>Low PSI Main Screed Compared to Extensions</center><br />
|<br />
<center>Lower Angle of Attack Extensions</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Tight Streak (Narrow) Down the Center of the Mat'''</center><br />
|-<br />
|<br />
<center>Pre-Compaction</center><br />
|<br />
<center>Adjust Feeder Sensors/Flow Gate</center><br />
|-<br />
|<br />
<center>Lead Crown High</center><br />
|<br />
<center>Adjust Lead Crown</center><br />
|-<br />
|<br />
<center>Improper Auger Height</center><br />
|<br />
<center>Try Different Auger Heights</center><br />
|-<br />
|<br />
<center>Worn/Broken Inner Auger Flights</center><br />
|<br />
<center>Replace</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Tight Streak (Wide) Down the Center of the Mat'''</center><br />
|-<br />
|<br />
<center>High Pressure Main Screed Compared to Extensions</center><br />
|<br />
<center>Increase Angle of Attack Extensions</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Loose Strip Across Mat Repeating Pattern'''</center><br />
|-<br />
|<br />
<center>End of Load Segregation</center><br />
|<br />
<center>Maintain Higher Mix Level in Hopper</center><br />
|-<br />
|<br />
<center>Running Mix Level Low in Tunnels</center><br />
|<br />
<center>Stop Paver With Mix in Hopper</center><br />
|-<br />
|<br />
<center>Dumping Hopper Wings When Hopper Empty</center><br />
|<br />
<center>Minimum Level, Bottom of Flow Gates</center><br />
|-<br />
|<br />
<center>Segregation at Truck Loading</center><br />
|<br />
<center>Should not be Loaded in one Position</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Loose Strips Outside Edge of Mat'''</center><br />
|-<br />
|<br />
<center>In Line With Conveyors</center><br />
|<br />
<center>Lower Mix Level, Auger Height & RPM</center><br />
|-<br />
|<br />
<center>In Line With Bearing Supports</center><br />
|<br />
<center>Increase Auger RPM and/or Height</center><br />
|-<br />
|<br />
<center>At Outer Edges of Screed (Wider Width Mats)</center><br />
|<br />
<center>Add Extensions (Auger and Tunnel)</center><br />
|-<br />
|<br />
<center>Warped Screed Plate</center><br />
|<br />
<center>Replace Screed Plate</center><br />
|-<br />
|<br />
<center>Worn Spots on Screed Plate</center><br />
|<br />
<center>Re-Level With Shims</center><br />
|}<br />
<br />
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<br />
===[[#Joints|Joints]]===<br />
<br />
<div style="float: right; padding-left: 10px;">[[File:Fig 502-15.jpg|thumb|400px|Figure 502-15 - Constructing a Joint]]</div><br />
Attention needs to be directed toward joints more than any other phase of HMA construction. The subject of joints includes longitudinal joints and transverse joints, as well as the matched joint between an asphalt surface and a concrete pavement, or gutter pan. Refer to '''''Figure 502-15''''' for details of joint construction.<br />
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<br />
====[[#Transverse Joint|Transverse Joint]]====<br />
<br />
The transverse joint in all courses must be carefully constructed and thoroughly compacted to provide a smooth riding surface. When the paving operation is discontinued, a transverse joint must be constructed. Although there are several ways to construct this joint, the most common is the ramp joint. This method uses paper, canvas or burlap as the separator, making it easier to remove the mix when the paving operation starts again. If the end of the lane is to be left open overnight, a ramp joint should be used. The length of temporary taper shall be 5 feet for each inch of mat thickness.<br />
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<br />
====[[#Longitudinal Joint|Longitudinal Joint]]====<br />
<br />
One of the most important considerations in making a longitudinal joint is keeping the paver on a straight line of travel. When constructing the first lane, a string line should be employed to guide the paver operator to establish a uniform edge. The lane edge should not vary more than 1 inch in 3 feet from the established alignment. The completed centerline joint should be uniform, closed and flush with adjacent lanes.<br />
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<br />
====[[#Tapered Joint|Tapered Joint]]====<br />
<br />
The use of a tapered, overlapping longitudinal joint eliminates the requirement that all lanes be resurfaced to within one truckload of the same point of ending. The tapered longitudinal joint shall be constructed by tapering the HMA mat; the taper shall have a 1 to 12 rise and the taper shall extend beyond the normal lane width. A notch of up to 1 inch shall be placed at the top of the taper when placing HMA. The taper shall be constructed by the use of an approved strike off device attached to the screed that will provide a uniform slope and will not restrict the main screed. Bond coat shall be applied to the taper before the adjacent lane is placed. Compaction of the taper section will be required as near to final density as possible. The paver screed will be equipped with a special template strike-off and a small weighted roller for construction and compaction of this joint.<br />
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<br />
====[[#Butt Joint|Butt Joint]]====<br />
<br />
When butt joints are called for on the plans or in the proposal, construction should be as follows. Material from the existing surface is milled out to a depth as shown on the plans, or equal to the top course, across the entire width of the joint and to a length of 35 feet minimum. This should be checked using a straightedge or string line. If the depth exceeds the plan thickness by 2 inches, the Contractor must fill in the butt joint to the required thickness. Care should be taken to neatly construct the joint at a right angle to the centerline of the roadway. The joint is swept clean of all loose material and given a bond coat.<br />
<br />
On two-course projects, the first course should be reduced gradually at a rate of 1 inch in 33 feet and end at a point 33 feet or more from the butt joint. The top course will then be placed at a uniform rate.<br />
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<br />
====[[#Echelon Paving|Echelon Paving]]====<br />
<br />
If two pavers running in echelon are used, the construction of the joint is similar to the building of a joint against a cold compacted pavement. However, the amount of overlap between the first and second lanes is very important. The distance the screed of the trailing paver should extend over the uncompacted mat behind the first paver should be limited to no more than 1 inch. The screed of the second paver must be set at the same level as the screed of the first paver; this will prevent the screed of the second paver from dragging on the mix placed by the first paver. No raking of the joint is needed. The rollers behind the first paver should stay 1 foot away from the free edge toward the second paver. Once the mix from the second paver is placed against the uncompacted edge, the rollers behind the second paver will densify the joint area.<br />
<br />
When meeting either a concrete slab or gutter pan, keep the asphalt surface about 1/4 inch above the concrete after rolling. Be extremely careful when an asphalt surface is being placed on an aggregate base adjoining a slab or curb. Experience has shown that these sections generally settle after a short period of time.<br />
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<br />
====[[#Feathered Joint|Feathered Joint]]====<br />
<br />
When a feathered joint is required, it should be constructed as follows. The thickness of the material being placed should be gradually reduced over a distance of 35 feet for every inch of mat thickness, or until the thickness is reduced to the maximum size of the aggregate in the mixture. Stop the paver at this point, remove it from the roadway and remove any excess HMA material from the roadway. Trim the joint at right angles to the roadway centerline. The last meter of the HMA material should be raked and all the large stones removed, leaving the fine material. Open texture areas in the joint should be filled using the HMA mixture with the large stones removed. Once this has been done, complete the rolling of the joint.<br />
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<br />
===[[#Compaction|Compaction]]===<br />
<br />
Compaction is the single most important factor that affects the ultimate performance of a hot mix asphalt pavement. Adequate compaction of the mix increases the pavement life, decreases permanent deformation, reduces oxidation or aging of the asphalt binder, decreases moisture damage, increases strength and stability and decreases low temperature cracking. An asphalt mix that has all the desirable mix design characteristics will perform poorly, if not compacted to the proper density.<br />
<br />
It is the Contractor’s responsibility to obtain the proper pavement density. Most mixtures will compact quite readily if spread uniformly and rolled at a temperature that assures proper asphalt binder viscosity. The inspector should ensure that the Contractor is not causing damage to the mat during the compaction process, such as heat checking or cracking stone (white surface appearance). The finished mat should be smooth and free of blemishes. The number of rollers needed and the number of passes each roller needs to make will be based upon the mixture temperature and the rate at which the mixture cools.<br />
<br />
The primary compaction variables that can be controlled during the rolling process are: number of rollers, type of rollers, roller speed, number of roller passes and roller pattern. For vibratory rollers, the following can be controlled by the operator: vibration frequency, vibration amplitude and direction of travel, when frequency and amplitude are engaged according to the manufacturer’s recommendations. Each of these factors has an effect on the level of density achieved under the compactive effort applied to the mat.<br />
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<br />
====[[#Roller Speed|Roller Speed]]====<br />
<br />
The faster a roller passes over a point on the asphalt surface, the less time the weight of the roller has to work on that point; this means that less compactive effort is applied to the mixture. The roller speed selected is dependent upon a combination of factors: productivity, layer thickness and the position of the roller in the compaction process.<br />
<br />
Vibratory rollers do not have to roll rapidly to maintain production on the job. Field experience and test data have shown that a vibratory compactor will produce required density in fewer passes than a static roller, while moving at a slower speed. Depending on the material and job conditions, this can be quite dramatic.<br />
<br />
The fast rolling movements by some static roller operators may produce a good looking surface appearance, but density may suffer. The good looking surface texture can lull the operator into a false sense of security.<br />
<br />
A vibratory compactor should never exceed a rolling speed that will provide less than one impact of the drum per inch of travel. Generally speaking, this means that vibratory rollers normally operate in the 2 to 3 mph range. To exceed this one impact or more per inch of travel may produce small ripples in the mat when laying HMA. Obviously the higher the frequency, the faster the vibratory compactor may roll. There are, of course, limits to this. The important part to remember is that although it rolls slower than a static roller, the vibratory machine can usually economically reach specified density with fewer passes. Slow and steady is the key to good vibratory compaction procedures.<br />
<br />
Easy method to calculate roller speeds for proper “Impact Spacing”<br />
<br />
Rolling Speed (Impacts per foot)<br />
<br />
''VPM / Impacts per foot = feet per minute''<br />
<br />
2500 / 10 = 250 fpm<br />
<br />
2500 / 12 = 208 fpm<br />
<br />
2500 / 14 = 179 fpm<br />
<br />
Speed - fpm to mph<br />
<br />
''fpm x 0.01136 = fpm / 88 = mph'' <br />
<br />
208 fpm x 0.01136 = 208 fpm / 88 = 2.36 mph<br />
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<br />
====[[#Number of Passes|Number of Passes]]====<br />
<br />
Roller passes must be distributed uniformly over the width and length of the area being compacted. All too often, the center of the lane receives adequate coverage, while the edges receive considerably less compactive effort. The uniformity of the roller passes is just as important as the number of passes.<br />
<br />
The rolling zone is the distance behind the paver where the breakdown roller operates. Compaction must be achieved while the stiffness of the mix is low enough to allow for reorientation of the aggregate particles under the action of the rollers. A rule of thumb is that the proper level of air voids should be obtained before the mixture cools to a temperature of 176°F. To reach the required density, the quickest initial compaction should occur directly behind the lay down machine. The rolling zone should be kept as short as possible.<br />
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<br />
====[[#Pattern|Pattern]]====<br />
<br />
For each roller employed on a project, the mat width should be divided by the width of the compaction roller to determine the number of passes needed to cover the entire width being paved. A pass is defined as one trip of the roller in one direction over any one spot. Once it is determined how many passes are needed to achieve compaction at any point, the roller pattern for an area will be calculated by multiplying the number of roller passes needed for compaction by the number of rollers needed to cover the width being paved. In the longitudinal direction, the rollers should not stop at the same transverse end point with each pass of the roller; the reversal points should be staggered to prevent shoving of the mix.<br />
<br />
A slight change in direction, or curl, is beneficial at each reversal spot to further reduce the tendency of the mix to shove under the compactor and to eliminate the possibility of a bump at the point where the roller reversal occurs. The roller should not sit and wait on the hot mat. Long delays, caused by the lack of trucks, or filling the roller with water, allow the roller to indent the new mat. It is generally impossible to roll these marks out once the mat cools.<br />
<br />
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<br />
===[[#Coring|Coring]]===<br />
<br />
Once the Contractor has finished the rolling operation, the inspector will identify the locations where the density cores will be taken; these locations are randomly selected both longitudinally and transversely.<br />
<br />
Density is required across the full pavement width. If the random core location falls over a tapered joint, it should be moved to the first point that the mat is full depth. If it falls at the free edge of the pavement, the core location should be moved 2 inches in from the edge. Each individual core location is to be marked on the pavement with a 2 inch diameter paint dot which represents the center of the core. The paint dot is to be visible on the core during handling and testing.<br />
<br />
After coring is completed, the inspector should check the layer thickness for conformance to the standard specifications. [http://hct591jbosds790/wiki/index.php/File:502-16a.JPG '''''Figure 502-16'''''] shows an example of a coring documentation form.<br />
<br />
The MDOT procedure used for selecting random core locations is by using a random number generating computer program. <br />
<br />
[[File:502-16a.JPG|thumb|center|500px|Figure 502-16 - Example of Field Core Worksheet]]<br />
<br />
[[File:502-16b.JPG|thumb|center|500px|Figure 502-16 (Cont.) - Example of Field Core Worksheet]]<br />
<br />
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<br />
===[[#Surface Defects|Surface Defects]]===<br />
<br />
Surface defects are problems that occur in the asphalt mixture during, or soon after, the lay down and compaction process. These defects can be divided into two primary categories: equipment related and mixture related. At the end of this section there is a troubleshooting guide to help in assessing possible causes and fixes for surface defects.<br />
<br />
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<br />
====[[#Waves|Waves]]====<br />
<br />
The surface can have two types of waves: long waves and short waves. Long waves may correspond to the distance between truckloads and may be associated with the reversal points of the rollers. Long and short waves can be caused by a fluctuating head of material in front of the screed. Short waves can be caused by a screed in poor mechanical condition, such as too much play in the screed control connections. Very short waves, or a washboard effect, can be caused by improper operation of the vibratory roller.<br />
<br />
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<br />
====[[#Tearing|Tearing]]====<br />
<br />
There are three types of mat tearing, or pulling, of the asphalt mix, and each is described by the location of the tear: in the center of the lane, at the outside edges of the lane, or full width. These tears are usually caused by improper paver condition, or operation, by cold mix, and by attempting to lay a mat too thin compared to aggregate size.<br />
<br />
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<br />
====[[#Screed Marks|Screed Marks]]====<br />
<br />
Nonuniform mat texture can appear in the mat both transversely and longitudinally. This nonuniform texture can be caused by many factors: screed extensions not level with each other, running the hopper empty between trucks, unevenly worn screeds, cold mix, or improperly emptying the paver wings. Transverse screed marks are transverse indentations in the mat, which may occur when the paver stops between truckloads. This is caused by an improperly adjusted screed angle of attack.<br />
<br />
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<br />
====[[#Checking|Checking]]====<br />
<br />
Checking is short transverse cracks, usually 1 inch to 4 inches in length and 1 inch to 3 inches apart. Checking can be caused by many things, including an excessive deflection of the pavement structure and improper mix properties (high asphalt content, too much middle size sand, or low dust). If the surface of the mat is cooling much faster than the mixture under it, the surface will check as the hot mix is compacted.<br />
<br />
This will happen on windy days and when the mat thickness is thin, normally the wearing course.<br />
<br />
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<br />
====[[#Fat Spots|Fat Spots]]====<br />
<br />
Fat spots are isolated areas where the asphalt cement has come to the surface; these spots can occur very erratically. Bleeding (flushing) occurs when the asphalt cement comes to the surface under traffic. Fat spots can be caused by high moisture in the mixture; if the mixture is very hot, asphalt could run down to the bottom of the truck during transport and cause fat spots when dumped into the paver. Bleeding can be caused by too much asphalt cement in the mixture, or by allowing traffic onto the paved surface before the surface has cooled sufficiently.<br />
<br />
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<br />
===[[#Surface Tolerance|Surface Tolerance]]===<br />
<br />
The importance of staying within the surface tolerance for smoothness cannot be overemphasized.<br />
<br />
Irregularities in the lower courses can usually be corrected by removing or adding material. In the surface course, the entire affected area should be removed promptly and sufficient new material placed to form a true and even surface. If the required smoothness is obtained in the first course, the subsequent courses can usually be placed uniformly by simply setting the paver for the thickness desired.<br />
<br />
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<br />
====[[#Ride Quality|Ride Quality]]====<br />
<br />
<div style="float: right; padding-left: 10px;"><br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Things That Affect Ride Quality'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Trucks backing into the paver.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Emptying the paver wings when the hopper is empty.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Placing segregated mixtures.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
Stopping the paver and allowing the screed to settle into the mat.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Placing the mat too thin based upon the aggregate size.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Improper rolling procedures.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Improper base preparation.<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
Transverse joints not being properly constructed.<br />
|-<br />
|<br />
<center>9</center><br />
|<br />
Malfunction of the paver automation.<br />
|}<br />
</div><br />
<br />
Pavement ride quality is affected by all phases of the construction process; to ensure a smooth finished product, good construction practices must be followed throughout the entire paving process. Following is a list of things that can cause a rough riding surface:<br />
<br />
A special provision for pavement ride quality measurement is included in many paving contracts. <br />
<br />
<br clear=all><br />
<br />
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<br />
===[[#Paving Inspector's Checklist|Paving Inspector's Checklist]]===<br />
<br />
Things to look for during the paving operation include:<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Trucking'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
The trucks should be loaded in multiple drops.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
The trucks should have tarpaulins.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
If required, the truck bed should be insulated.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
Trucks should stop short of the paver and be picked up by the paver.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
The dump bed should not hit the paver when dumped.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
There should be enough trucks to provide a continuous flow of mix to the paver.<br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Surface Preparation'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Ensure existing surface failures are repaired properly.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Cracks should be cleaned.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Joints in PCC pavement should be cleaned.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
Rough, uneven surfaces should be leveled.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Ensure the surface is cleaned of all dust, dirt and other debris.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Ensure the bond coat has been applied uniformly at the proper yield.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Ensure the bond coat has broken before paving starts.<br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Mixture Placement'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
If automation is required, ensure it’s on and working.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
The operator should not make manual changes while automation is working.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
The screed should be hot.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
The screed extensions should be level with the main screed.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
The augers must be extended if the screed is extended.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Never empty the paver hopper while paving.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Keep the level of mix in the hopper above the flow gates.<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
Try to keep the paver moving at a constant speed.<br />
|-<br />
|<br />
<center>9</center><br />
|<br />
When the paver stops, do it as fast as possible.<br />
|-<br />
|<br />
<center>10</center><br />
|<br />
When the paver starts, go to paving speed as fast as possible.<br />
|-<br />
|<br />
<center>11</center><br />
|<br />
Ensure the paver speed matches mixture delivery.<br />
|-<br />
|<br />
<center>12</center><br />
|<br />
Keep the level of mix at the augers as uniform as possible.<br />
|-<br />
|<br />
<center>13</center><br />
|<br />
Ensure the flow gates are set properly.<br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Compaction'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Ensure sufficient compaction capacity is available.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Ensure mixture temperature is high enough for proper compaction.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
The pneumatic roller must be skirted.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
The breakdown roller should be as close to the paver as possible.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
The roller pattern should be set up as soon as paving starts.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Check the mixture thickness, or yield, within the first three truckloads.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
The roller’s vibratory frequency should match its travel speed.<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
All roller marks should be removed by the finish roller.<br />
|}<br />
<br />
{{top}}<br />
<br />
===[[#Mat Troubleshooting Guide|Mat Troubleshooting Guide]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
!<br />
<center>'''Cause'''</center><br />
!<br />
<center>'''Fix'''</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Mat Tearing at Full Width'''</center><br />
|-<br />
|<br />
<center>Excessive Speed</center><br />
|<br />
<center>Correct at Machine</center><br />
|-<br />
|<br />
<center>Unstable Mix (Temp., Aggregate, etc.)</center><br />
|<br />
<center>Correct at Plant</center><br />
|-<br />
|<br />
<center>Strike-off too Low</center><br />
|<br />
<center>Raise Strike-off</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Mat Tearing at Center Only'''</center><br />
|-<br />
|<br />
<center>Lead Crown Incorrect</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Worn Screed Plate</center><br />
|<br />
<center>Replace Screed Plate</center><br />
|-<br />
|<br />
<center>Cold Screed</center><br />
|<br />
<center>Check Burners-Review Heating</center><br />
<br />
<center>Procedures</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Mat Tearing at Edges Only'''</center><br />
|-<br />
|<br />
<center>Edger Plate not Square</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Cold Material Buildup at end of Augers</center><br />
|<br />
<center>Extend Augers</center><br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Mat Tearing Quarter Points Only'''</center><br />
|-<br />
|<br />
<center>Cold Material</center><br />
|<br />
<center>Correct at Plant</center><br />
|-<br />
|<br />
<center>Aggregate Thicker Than Mat</center><br />
|<br />
<center>Check mat Depth-Correct at Plant</center><br />
|-<br />
|<br />
<center>Overloaded Augers</center><br />
|<br />
<center>Machine Adjustment-</center><br />
<br />
<center>a)Auger Speed, b) Flow Gates</center><br />
|-<br />
|<br />
<center>Extensions Incorrectly Installed</center><br />
|<br />
<center>See Machine Operator’s Manual</center><br />
|-<br />
|<br />
<center>Auger Worn Out</center><br />
|<br />
<center>Replace Augers</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Tearing Behind Main With Extensions Retracted'''</center><br />
|-<br />
|<br />
<center>Extensions too low in Front of Main</center><br />
|<br />
<center>Adjust up</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Loose Streak Center of Mat'''</center><br />
|-<br />
|<br />
<center>Insufficient Lead Crown</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Flow Gates too Low</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Worn Augers or Kickback Paddles</center><br />
|<br />
<center>Repair or Replace</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Screed Rises at Each Take-Off'''</center><br />
|-<br />
|<br />
<center>Overloaded Augers</center><br />
|<br />
<center>Educate Operator</center><br />
|-<br />
|<br />
<center>Auger Worn Out</center><br />
|<br />
<center>Repair or Replace Augers</center><br />
|-<br />
|<br />
<center>Waiting too Long Between Loads</center><br />
|<br />
<center>Inform Operator to Adjust Paver Speed</center><br />
|-<br />
|<br />
<center>Varying mix Temperature</center><br />
|<br />
<center>Inform Plant and Truck Drivers</center><br />
|-<br />
|<br />
<center>Grade Sensor Mounted at tow Point</center><br />
|<br />
<center>Move Back on Side Arm</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Screed Marks and Poor Surface Texture'''</center><br />
|-<br />
|<br />
<center>Trucks Bumping Paver/Holding Brakes</center><br />
|<br />
<center>Educate Drivers</center><br />
|-<br />
|<br />
<center>Fluctuating Head of Material</center><br />
|<br />
<center>Check Paddle Box Locations, Flow Gate Openings and Speed of Auger-Conveyor</center><br />
|-<br />
|<br />
<center></center><br />
|<br />
<center></center><br />
|-<br />
|<br />
<center>Cold Screed</center><br />
|<br />
<center>Review/Check Screed Heaters and Heating Procedures</center><br />
|-<br />
|<br />
<center>Worn Screed Plate</center><br />
|<br />
<center>Replace Screed Plate</center><br />
|-<br />
|<br />
<center>Worn Augers</center><br />
|<br />
<center>Repair or Replace Augers</center><br />
|-<br />
|<br />
<center>Lack of Vibration</center><br />
|<br />
<center>Increase Vibration at Vibrator Control and/or Reposition and Coordinate Eccentric Weights</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Transition Lines Between Main and Extensions'''</center><br />
|-<br />
|<br />
<center>Extensions set too High or Low</center><br />
|<br />
<center>Adjust Height of Extensions</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Extension Area With Voids'''</center><br />
|-<br />
|<br />
<center>Extension Starved for Material</center><br />
|<br />
<center>Install Additional Augers and Guards for Constant Extended Width – Use Kick-out Paddles for Variable Extended Widths</center><br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Bright Streak Down Center of Mat'''</center><br />
|-<br />
|<br />
<center>Too Much Lead Crown</center><br />
|<br />
<center>Make Necessary Adjustment</center><br />
|-<br />
|<br />
<center>Flow Gates too High</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Augers Worn Out</center><br />
|<br />
<center>Repair or Replace</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Ripples'''</center><br />
|-<br />
|<br />
<center>Fluctuating Head of Material</center><br />
|<br />
<center>Check Machine Adjustments, Check Material for Inconsistency</center><br />
|-<br />
|<br />
<center>Incorrect Flow Gate Adjustment</center><br />
|<br />
<center>Adjust as Needed</center><br />
|-<br />
|<br />
<center>Erratic Speeds</center><br />
|<br />
<center>Adjust Paver Speeds to Plant Output</center><br />
|-<br />
|<br />
<center>Loose or Worn Depth Crank Assembly</center><br />
|<br />
<center>Repair, Tighten or Replace</center><br />
|-<br />
|<br />
<center>Worn Augers</center><br />
|<br />
<center>Repair or Replace</center><br />
|-<br />
|<br />
<center>Trucks Holding Brakes</center><br />
|<br />
<center>Educate Drivers</center><br />
|-<br />
|<br />
<center>Poor Flow Characteristics</center><br />
|<br />
<center>Correct at Plant</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Hair Line Cracks'''</center><br />
|-<br />
|<br />
<center>Poor Rolling Procedures</center><br />
|<br />
<center>Check Roller Manufacturer Recommendations</center><br />
|-<br />
|<br />
<center>Fluctuating Head of Material</center><br />
|<br />
<center>Review Correct Procedures</center><br />
|-<br />
|<br />
<center>Excessive Speed</center><br />
|<br />
<center>Review Correct Procedures</center><br />
<br />
|-<br />
|<br />
<center>Unstable Mix</center><br />
|<br />
<center>Correct at Plant</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Poor Longitudinal Joints'''</center><br />
|-<br />
|<br />
<center>Delay in Rolling</center><br />
|<br />
<center>Improve Coordination</center><br />
|-<br />
|<br />
<center>Over-Correction of Depth Crank</center><br />
|<br />
<center>Review Correct Procedures</center><br />
|-<br />
|<br />
<center>Overloaded Augers</center><br />
|<br />
<center>Review Correct Procedures</center><br />
|-<br />
|<br />
<center>Head of Material Varying</center><br />
|<br />
<center>Operational Problems/Machine Adjustment</center><br />
|-<br />
|<br />
<center>Too Much Overlap</center><br />
|<br />
<center>Review Correct Procedures</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Poor Transverse Joints'''</center><br />
|-<br />
|<br />
<center>Incorrect Joint Preparation</center><br />
|<br />
<center>See This Manual for Recommended Procedure</center><br />
|-<br />
|<br />
<center>Fluctuating Head of Material</center><br />
|<br />
<center>Check Machine Adjustments; Check Inconsistencies in Material</center><br />
|-<br />
|<br />
<center>Incorrect Nulling Procedure</center><br />
|<br />
<center>See This Manual for Recommended Procedure</center><br />
|-<br />
|<br />
<center>Poor Rolling Operation</center><br />
|<br />
<center>See Appropriate Manufacturer’s Instructions</center><br />
|-<br />
|<br />
<center>Varying Mix Temperature</center><br />
|<br />
<center>Correct at Plant</center><br />
|}<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Bleeding'''</center><br />
|-<br />
|<br />
<center>Excessive Moisture in Mix</center><br />
|<br />
<center>Correct at Plant</center><br />
|-<br />
|<br />
<center>Excessive Vibration</center><br />
|<br />
<center>Reduce Vibration</center><br />
|-<br />
|<br />
<center>Tack Coat</center><br />
|<br />
<center>Correct on Job</center><br />
|-<br />
! colspan="2" |<br />
<center>'''Screed Rides Nose Down'''</center><br />
|-<br />
|<br />
<center>Screed Depth Crank Improperly Set</center><br />
|<br />
<center>Adjust for Correct Angle of Attack</center><br />
|-<br />
|<br />
<center>Screed Depth Crank Bearings Badly Worn</center><br />
|<br />
<center>Replace Bearings</center><br />
|-<br />
|<br />
<center>Forward Area of Screed Plate Badly Worn</center><br />
|<br />
<center>Replace Screed Plate</center><br />
|-<br />
|<br />
<center>Pre-Strike-Off Set too High</center><br />
|<br />
<center>Make Adjustment as Outlined in Machine Operator’s Manual</center><br />
|-<br />
|<br />
<center>Hydraulic Screed Extensions are set too High When Retracted</center><br />
|<br />
<center>Make Adjustment as Outlined in Hydraulic Screed Extensions Operator’s Manual</center><br />
|}<br />
<br />
{{top}}<br />
<br />
===[[#Temporary Patching with HMA Mixture|Temporary Patching with HMA Mixture]]===<br />
<br />
# The HMA mixture used for patching should be the top course mixture called for on the plans, or in the proposal. However, if the project does not call for HMA mixtures, or the patching is in advance of the paving operation, any mixture readily available and approved by the Engineer can be used. The inspector should contact the Region HMA inspector for guidance.<br />
# Before placing any HMA patch, the area to be patched must be cleaned and a bond coat applied. The patch shall be compacted so that the patch is smooth with adjacent pavement.<br />
<br />
{{top}}<br />
<br />
==[[#MEASUREMENT AND PAYMENT|MEASUREMENT AND PAYMENT]]==<br />
<br />
===[[#Payment|Payment]]===<br />
The amount bid for HMA may be adjusted. These adjustments are based upon the mixture acceptance test results and the pavement in-place density, and are explained in the contract special provisions.<br />
<br />
A Contractor’s payment could range from 105 percent to 50 percent of the bid price; he could be required to remove any sublot, a total lot, or even the total mixture. It is also possible to require the Contractor to remove a sublot of leveling course mixture that has already had the top course mixture placed upon it.<br />
<br />
<br />
{{top}}<br />
<br />
===[[#Documentation|Documentation]]===<br />
<br />
It is required that accurate and complete records be kept for all paving projects. This is true for both the Project Engineer and his staff and for the Contractor’s general superintendent, plant and paving superintendents and all foremen. Trying to reconstruct events at a later time without written notes and complete test data is usually frustrating and often results in conflicting opinions as to exactly what happened. One procedure should constantly be followed: if in doubt about whether the information is important or beneficial, write it down. The results of all daily and periodic tests conducted at the asphalt plant must be recorded on the appropriate MDOT form.<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''HMA Plant Test Reports'''</center><br />
|-<br />
!<br />
<center>'''MDOT Form #'''</center><br />
!<br />
<center>'''Form Title'''</center><br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1839.pdf 1839]</center><br />
|<br />
Testing Of Bituminous Mixtures (Vacuum Worksheet)<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center><br />
|<br />
Daily Report of HMA Plant Inspection<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903B]</center><br />
|<br />
Report of Quality Assurance Testing<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903C]</center><br />
|<br />
Daily Report of Contractor's Quality Control Tests<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1905.pdf 1905]</center><br />
|<br />
Testing Of Bituminous Mixtures (Centrifuge Worksheet)<br />
|-<br />
|<br />
<center>1906</center><br />
|<br />
Verification Testing of HMA Mixtures Marshall Density and Percent Air Voids<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center><br />
|<br />
Report of Compacted Bituminous Mixture Core Density & Percent Compaction<br />
|-<br />
|<br />
<center>1908</center><br />
|<br />
Verification Testing Of HMA Mixtures Theoretical Maximum Density (TMD)<br />
|-<br />
|<br />
<center>1910</center><br />
|<br />
Pycnometer Calibration Worksheet<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1912.pdf 1912]</center><br />
|<br />
Testing of Bituminous Mixtures Ignition Furnace Worksheet<br />
|-<br />
|<br />
<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1923B.pdf 1923B]</center><br />
|<br />
Sample Identification<br />
|}<br />
<br />
Information on what occurred on the paving operation must be recorded on the inspector’s daily report and should include:<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Paving Operation Items'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
Was the bond coat applied properly?<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
What was the temperature of the mix delivered?<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Did the paver have to stop and wait for trucks?<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
What number and type of rollers were used?<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Was any surface distress noted?<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Document the marking of core locations.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Document the extraction of the cores from the locations marked (random numbers, date, time, etc.).<br />
|-<br />
|<br />
<center>8</center><br />
|<br />
Document when immediate possession of the extracted cores occurs (core ID, date, time, etc.).<br />
|-<br />
|<br />
<center>9</center><br />
|<br />
Document the taking of loose mix samples from behind the paver.<br />
|-<br />
|<br />
<center>10</center><br />
|<br />
Document the completion of paving courses on lots/sublots of HMA paving material during the day.<br />
|}<br />
<br />
This will allow for a better understanding later if deficiencies develop in the performance of the final product. This information must be detailed and complete. If a conversation is held with other project personnel concerning project activity, the date and location of the conversation should be recorded. The names and titles of any people involved in the discussion should be written down, as well as the topics discussed. The outcome of each conversation must be recorded; who told whom to do what, and what was the reply?<br />
<br />
===[[#Note|Note]]===<br />
<br />
The amount bid for HMA may be adjusted. These adjustments are based upon the mixture acceptance test results and the pavement in-place density, and are explained in the contract special provisions.<br />
<br />
A Contractor’s payment could range from 105 percent to 50 percent of the bid price; he could be required to remove any sublot, a total lot, or even the total mixture. It is also possible to require the Contractor to remove a sublot of leveling course mixture that has already had the top course mixture placed upon it.<br />
<br />
{{top}}<br />
<br />
===[[#MDOT Standard Practice for Random Sampling of HMA Materials|MDOT Standard Practice for Random Sampling of HMA Materials]]===<br />
<br />
<br />
====[[#Sampling In-Place Paving Material|Sampling In-Place Paving Material]]====<br />
<br />
Determine the length of one pavement representing a sublot of material, the width of the pavement and the number of samples, (''n''), needed for each sublot. Following the example below and accompanying Table 1, pick ''n'' numbers corresponding to the length of pavement, followed by picking ''n'' numbers for width determination.<br />
<br />
<br />
'''EXAMPLE'''<br />
<br />
A sublot is defined as 1 mile for this example of in-place 12 foot wide pavement. A specified number of samples are to be taken from each sublot. Since there are 5280 feet in the sublot, pick two numbers using the random number generating calculator, which are then multiplied by 5280. In this instance, the two numbers chosen were: 0.376 and 0.529, for length and transverse offset.<br />
<br />
Thus, the samples will be taken at 1985 and 6.3 feet from the beginning of the pavement.<br />
<br />
Therefore, the first sample should be taken 1985 feet from the beginning of the pavement and 6.3 feet from the designated (right or left) edge of the pavement.<br />
<br />
This process will be repeated for additional samples.<br />
<br />
<br />
{{top}}<br />
===[[#Utilizing Reclaimed Asphalt Pavement (RAP) Millings from the Same Project When Using a Portable Hot Mix Asphalt (HMA)|Utilizing Reclaimed Asphalt Pavement (RAP) Millings from the Same Project When Using a Portable Hot Mix Asphalt (HMA) Plant]]===<br />
<br />
This section serves to provide guidance for utilizing Reclaimed Asphalt Pavement (RAP) millings from the same project when using a portable Hot Mix Asphalt (HMA) plant. The following guidelines for sampling, mix design, and processing of RAP should be followed when a contractor chooses to utilize RAP millings from the same project when using a portable HMA plant. These guidelines will be incorporated into the next version of the HMA Production Manual.<br />
<br />
<ol type="1"><br />
<li>Sampling:<br />
<ol type="A"><br />
<li>Samples to be taken a minimum of every mile in each lane by milling or coring.</li><br />
<li>Sample areas to be repaired.</li><br />
<li>Shoulder samples shall be taken if RAP from shoulder is to be used.</li><br />
<li>Samples shall be taken if visual observations show significant variations in existing pavement mat.</li><br />
<li>Sampling frequency required is based on the percentage/tonnage of RAP that will be utilized on the project.</li><br />
</ol><br />
<li>Mix Design:<br />
<ol type="A"><br />
<li>A sufficient amount of millings or cores shall be taken at each test location to ensure an adequate amount of RAP is obtained to perform a full mix design.</li><br />
<li>No paving shall occur using RAP from the project until a mix design is approved.</li><br />
</ol><br />
<li>Processing RAP:<br />
<ol type="A"><br />
<li>It is not required to have a stockpile with enough material to produce the recycled mixtures approved for the project.</li><br />
<li>RAP should be stockpiled* and tested according to existing requirements (one test per 1000 tons, minimum of three tests).</li><br />
<li>If the millings have aggregates larger than what is required for the mix design, it should be processed (crushed and/or screened) prior to stockpiling*. If aggregates larger than what is required for mix design still exist after processing, the contractor must demonstrate that additional screens are installed on the RAP feed system to ensure that the RAP being introduced into the HMA mixture contains no aggregate larger than the top size aggregate allowed in the mix design.</li><br />
<li>In addition, a RAP scalper screen is required**. The top size of the top scalping screen shall be 1.5” for top and leveling courses and 2” for base courses.</li><br />
</ol><br />
</ol><br />
<br />
&nbsp;*If approved by the engineer, in line crushing and/or screening will be allowed in lieu of processing RAP into a stockpile. The contractor must demonstrate that additional screens are installed on the RAP feed system to ensure that the RAP being introduced into the HMA mixture contains no aggregate larger than the top size aggregate allowed in the mix design.<br /> <br />
&nbsp;**If in line crushing and/or screening is being used to ensure that the RAP being introduced into the HMA mixture contains no aggregate larger than the top size aggregate allowed in the mix design a RAP scalper screen may not be required.<br />
<br />
{{top}}<br />
<br />
[[Category:Construction Manual]]<br />
[[Category:Division 5]]<br />
[[Category:Section 501]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=As-Builts&diff=6098As-Builts2021-01-07T15:44:30Z<p>McGowanR: Redirect for As-Builts</p>
<hr />
<div>#REDIRECT [[109.07 Final Inspection, Acceptance, and Final Payment#Final Marked Plans]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6097Main Page2021-01-06T20:32:27Z<p>McGowanR: /* Recent Minor Changes */ Replace the two current subsections; Determination of Work Days and Critical Path Networks, with single section titled “Contract Time Determination”</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/19/2020</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges|Construction Field Services Indirect Testing Charges]]</center>||Updated Construction Field Services Indirect Testing codes||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=6059&oldid=5659 Compare Here]<br />
|-<br />
|<center>9/28/2020</center>||<center>7</center>||<center>[[700_-_Closure_of_Unsafe_Structures|700]]</center>||Created new section 700-Closure of Unsafe Structures under Division 7.||[http://mdotwiki.state.mi.us/construction/index.php/700_-_Closure_of_Unsafe_Structures View Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#top|FieldManager]]</center>||Added new item Bi-Annual FieldManager User Account Verification Process||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#Bi-Annual_FieldManager_User_Account_Verification_Process View Here]<br />
|-<br />
|<center>9/21/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#General_Procedures_for_Construction_Records_Retention|E-Construction General Procedures for Construction Records Retention]]</center>||Updated Records Retention content and Training Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6038&oldid=5982 Compare Here]<br />
|-<br />
|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
|-<br />
|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
|-<br />
|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
|-<br />
|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
|-<br />
|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>1/6/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Replace the two current subsections; Determination of Work Days and Critical Path Networks, with single section titled [[102.02_Contents_of_Proposal_-_Progress_Clause#Contract_Time_Determination_.28CTD.29|“Contract Time Determination”]]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6096&oldid=6094 Compare Here]<br />
|-<br />
|<center>1/5/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Controller Cabinet and Detection Equipment to Typical Long-Lead Items Table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6094&oldid=6045 Compare Here]<br />
|-<br />
|<center>1/5/2021</center>||<center>4</center>||<center>[[402_-_Storm_Sewers#Illicit_Connections|402]]</center>||Update related to Illicit Connections||[http://mdotwiki.state.mi.us/construction/index.php?title=402_-_Storm_Sewers&diff=6092&oldid=6020 Compare Here]<br />
|-<br />
|<center>11/30/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|Inspector's Daily Report]]</center>||Updated instructions||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=6084&oldid=6043 Compare Here]<br />
|-<br />
|<center>10/29/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf PDF] and [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx XLSX] files (Rev 10-29-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063&oldid=6058 Compare It]<br />
|-<br />
|<center>9/24/2020</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Uniform_Price_Adjustment.2C_Regular_Dry_Paint_and_Low_Temperature_Waterborne_Paint|811]]</center>||Updated Permanent Pavement Markings payment table to include 2020 prices||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=6047&oldid=5647 Compare Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Guardrail-Steel to the Long-Lead item table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6045&oldid=5947 Compare Here]<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|}<br />
</div><br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
{{top}}<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6096102.02 Contents of Proposal - Progress Clause2021-01-06T20:25:37Z<p>McGowanR: Replace the two current subsections; Determination of Work Days and Critical Path Networks, with single section titled “Contract Time Determination”</p>
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<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
<br />
==[[#Progress Clause|Progress Clause]]==<br />
<br />
The progress clause is intended to specify the construction timing and schedule requirements to the contractor. The progress clause is provided by the Construction Engineer at the Omissions and Errors Check (OEC) meeting. This document provides the project start and completion dates as well as any interim dates (e.g. open to traffic, staging, milestone) The contractor is required to prepare a progress schedule for submittal that incorporates the project dates as noted in the progress clause. Traffic requirements and liquidated damages are not to be described in detail in the progress clause. However, the progress clause must mention that failure to meet the specified date(s) will result in the assessment of liquidated damages as specified in other contract documents.<br />
<br />
If the project involves an expedited schedule, the progress clause is to include the language referenced in the Boilerplate Progress Clause.<br />
<br />
The Special Provision for High-Tension Cable Barrier, 12SP807(F), requires corrective action for end terminal foundation movement exceeding one inch within 12 months of final cable tensioning. This requirement dictates that high-tension cable barrier projects must have delayed final acceptance. The final acceptance date must occur after the 12 month acceptance period for the barrier and after any corrective work required of the contractor. This will ensure specification compliance and allow the completion of any corrective actions.<br />
<br />
Progress clause documentation must also take this 12 month acceptance period into account for final project completion dates. The contractor must have time to complete the required measurements and perform any corrective action that is required. It is suggested that an additional 60 days be included on these projects in addition to the 12 month period to allow for completion of corrective action.<br />
<br />
The table below details the recommended timelines for delivery and procurement of typical long-lead items. When developing the Progress Clause dates, consider these timelines as they can have a significant impact on the constructability of a project. Considerations should also be made for any procurement times associated with unique special provisions where certain manufacturers or products are specified. More information regarding steel superstructure is provided [[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause_for_Steel_Superstructure_Projects|here.]]<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Typical Long-Lead Items'''</center><br />
|-<br />
!<br />
<center>'''Work Item'''</center><br />
!<br />
<center>'''Lead Time<br />
(includes typical timeframes for development and review of procurement, shop drawings, fabrication, and delivery)<br />
'''</center><br />
|-<br />
|<br />
Steel Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|<br />
26 weeks<br />
|-<br />
|<br />
Bascule, Arch, Tub Girder, High Performance Steel, Plate Girders and Rolled Beams – with flange thicknesses three inches or greater<br />
|<br />
Consult Structural Fabrication Unit<br />
|-<br />
|<br />
Steel Pipe pile in excess of 14 inches diameter, and HP shapes greater than 14 inches in depth.<br />
|<br />
12 weeks <br />
|-<br />
|<br />
Concrete Beams<br />
|<br />
8 to 12 weeks<br />
|-<br />
|<br />
Mast Arms / Strain Poles<br />
|<br />
25 weeks<br />
|-<br />
|<br />
Concrete Spun Poles<br />
|<br />
14 weeks<br />
|-<br />
|<br />
Lighting Towers<br />
|<br />
25 weeks <br />
|-<br />
|<br />
Intelligent Transportation Systems (ITS) projects and components<br />
|<br />
Consult ITS Program Office<br />
|-<br />
|<br />
Delineator and 3# U-Channel Posts<br />
|<br />
21 to 34 weeks<br />
|-<br />
|<br />
Barrier Gates<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|-<br />
|<br />
Work Zone Speed Trailers<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|-<br />
|<br />
Guardrail - Steel<br />
|<br />
10 Gauge: 4 to 8 weeks<br><br />
12 Gauge: up to 4 weeks<br />
|-<br />
|<br />
Controller Cabinet and Detection Equipment<br />
|<br />
8-12 weeks includes procurement and TSMO bench review<br />
|}<br />
<br />
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===[[#Boilerplate Progress Clause|Boilerplate Progress Clause]]===<br />
<br />
The file link provided below is intended to serve as a boilerplate document for creating a progress clause. Text is to be reviewed, deleted, modified, or added before incorporation into the proposal document.<br />
<br />
[//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx Boilerplate Progress Clause Template 2-10-20]<br />
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===[[#Progress Clauses with Incentive or A+B Schedules|Progress Clauses with Incentive or A+B Schedules]]===<br />
<br />
Incentive special provisions provide monetary amounts for completion of work before specified contract dates. These special provisions, if applicable, are to be referenced in the progress clause for successfully meeting dates or times, but the specific incentive requirements and monetary amounts are to be included in a unique special provision. The special provision is to be titled Special Provision for Incentive, (Route (Structure Number)), (Incentive Type). The structure number is only to be included on bridge projects and if the bridge has an associated incentive. Incentive types are: Completion of Work; Interim Completion of Work; and Open to Traffic. Incentive projects are to include the Special Provision for [https://mdotcf.state.mi.us/public/dessssp/spss_source/12SP-108A-02.pdf Extension of Time and Increased Costs for Incentive Projects].<br />
<br />
MDOT is phasing out the disincentive terminology. This language simply references failure to meet the contract incentive requirements. The disincentive language is not to be used on construction oversight documentation. Not meeting the incentive requirements will result in the application of liquidated damages and the associated pay item “Liquidated Damages, Other”.<br />
<br />
The calculation of incentive values based on user delay costs must be documented and placed in the appropriate project folder in the ProjectWise directory. <br />
<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
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===[[#Progress Clause for Steel Superstructure Projects|Progress Clause for Steel Superstructure Projects]]===<br />
This document provides guidance to the TSC construction/project engineer in determining contract milestones for the progress clause in projects requiring steel beams or steel girders, and large format steel foundation piling. This formation is to be used to estimate timeframes for the progress clause for the order and delivery of steel piling, and beams/girders after the project award. <br />
<br />
Once a bridge project is awarded, the contractor will place an order with a structural steel fabricator. The structural steel fabricator will then need to place an order with a steel mill for the required plates and shapes. The steel mills produce heats of different types and sizes of steel. For example, a mill may produce 36-inch rolled beams one week and piling the following week, and other mills may exclusively produce plates, but only roll certain thicknesses once or twice a month. Structural steel rolled in a given heat is typically already devoted to an already placed order, and the mill rolling typically occurs between four to twelve weeks after the order has been placed. Many factors influence when a fabricator can take delivery from a mill, including demand from other states’ bridge programs, demand from other domestic and international industries, cost, availability, and stockpiles of raw material; and production status of mills around the country. Fabricators do not stockpile most types of beams or plate steel. This is consistent with the just-in-time concept of manufacturing common in industry today.<br />
<br />
For some small orders or certain types of steel, such as pin and hangers (link plates and pins), fabricators can purchase the needed steel through warehouses or they may have their own supply. For emergencies, such as from a high load impact, fabricators can purchase the needed steel items from national warehouses. However, the cost of this steel may be much higher, and is not economically feasible (to the fabricator or the state) for large orders.<br />
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The table below details the recommended timelines in which steel delivery to the project site can be expected.<br />
<br />
<br />
<center>'''Table 707.1'''</center><br />
{| class="wikitable" style="margin: auto;"<br />
|-<br />
! Work Item – Order and Delivery of Steel Beams !! Time<br />
|-<br />
| Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|| 26 weeks after award<br />
|-<br />
| Bascule, Arch, Tub Girder, High Performance Steel (HPS Grade 70 or 100), Plate Girders and Rolled Beams – with flange thicknesses three inches or greater|| Consult Structural Fabrication Unit(*)<br />
|-<br />
|Pipe pile in excess of 14 inches nominal diameter, and HP shapes greater than 14 inches in depth.<br />
||12 weeks after award <br />
|}<br />
<br />
<br />
:*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov]) for assistance in developing the timeframes for order and delivery of steel in preparing the progress clause. <br />
<br />
<br />
For plate girders and rolled beams with flange thicknesses less than three inches, the recommended time from award to delivery at the project site is based on the following:<br />
<br />
* Up to three months for steel delivery from mill to fabricator,<br />
* Up to two months for fabrication,<br />
* Up to one month for submittal and approval of requests for information (RFI’s) and shop drawings, and shipping of the fabricated product to the project site.<br />
<br />
Smaller diameter pipe pile and pile shapes such as HP12 and HP14 are rolled by multiple steel mills on a regular basis and should be readily available. For pile sections greater than 14 inches in diameter or depth, such as HP16 and HP18 shapes, and 16 inch diameter pipe pile, there are fewer mills to choose from and the rolling schedules are less frequent. Therefore, the recommended time frame for those shapes is 12 weeks after award. This is based only on delivery since fabrication time and shop drawings are not required. <br />
<br />
While in many cases for structural steel, delivery can occur before the 26 week time frame, there are many variables which can influence steel delivery and frequently they cannot be determined at the time the progress clause is written. In addition to the factors influencing delivery of steel from the mill to the fabricator, the contractor that is awarded the contract and the fabricator they choose can affect the timeline. The fabricator chosen by the contractor may have less work or greater production capabilities than another fabricator. Some fabricators may try to book their production schedules such that by late winter or early spring they are fully booked through the summer or into fall. For this reason jobs let in the spring may have fewer fabricators available to complete the work and the jobs can be difficult to complete in one season especially if designed for part-width construction. In addition, the timeline to deliver steel beams for stage one of a part-width project may take the majority of the recommended timeline for delivery of both stages as the fabricator may elect to apply some aspects of fabrication to both stages instead of completing stage one in total before starting on stage two. The mill order and other milestones may take equal time whether they include one or both stages.<br />
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For the reasons outlined above, it is recommended that the table above be used when developing progress clauses for projects with steel superstructures or large format piling. Careful consideration is to be made on projects with staged construction, or interim completion or interim open to traffic dates.<br />
<br />
If you have any questions please contact the Structural Fabrication Unit at [mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov].<br />
<br />
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===[[#Contract Time Determination (CTD)|Contract Time Determination (CTD)]]===<br />
Please refer to the Department’s [https://gcc01.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.michigan.gov%2Fmdot%2F0%2C4616%2C7-151-9622_11044_11367-501232--%2C00.html&data=04%7C01%7CMcGowanR%40michigan.gov%7Cbcaf79ee7a5d4c1783c408d8b19a8360%7Cd5fb7087377742ad966a892ef47225d1%7C0%7C0%7C637454624619662213%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C1000&sdata=W4SdF1O0XxNFzTyXBnwA9qehoSym%2F1sJhmHEB%2FG3BGU%3D&reserved=0 Construction Scheduling Website.]<br />
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<br />
===[[#Construction Time Estimates - Production Rates|Construction Time Estimates - Production Rates]]===<br />
<br />
The file link provided below contains production rates for major work items. The link will prompt you to download the file.<br />
<br />
[//{{SERVERNAME}}/images_construction/a/a4/MDOT_Production_Rates.pdf MDOT Production Rates]<br />
<br />
[[File:MDOT Production Rates Image 07272020.jpg|center|600px|link=//{{SERVERNAME}}/images_construction/a/a4/MDOT_Production_Rates.pdf]]<br />
<br />
These rates should be used as guides and adjusted as necessary to reflect project specific conditions (accessibility, site, traffic, region, quantities, etc.) and previous work history in the area. The rates include a low, average, and high production rate estimate which should serve as helpful guidance to both Design & Construction Engineers when developing and administering the project (evaluating schedules, progress clauses, force accounts, extra work, etc.). The rate range is intended to reflect & capture around 80% of typical projects, with the allowance that some outliers will exist due to extenuating project circumstances.<br />
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===[[#LAP Project Considerations | LAP Project Considerations]]===<br />
<br />
Local agencies utilize the following boilerplate when developing their progress schedule:<br />
<br />
::[https://www.michigan.gov/documents/mdot/Progress_Clause_Template_FINAL_LAP_102617_604719_7.pdf LAP PROJECT Boilerplate Progress Clause Template 10-25-17]<br />
<br />
Local agencies are encouraged to utilize the resources in this section, such as product lead time and order and delivery estimate considerations when developing their progress schedule. Anticipated start dates should consider letting date and award timeframes to avoid setting unrealistic starting or completion expectations. Typically, MDOT let contracts are awarded within 49 days of letting. Progress clause start dates should take this into account.<br />
<br />
Local agencies should keep in mind the lower rate estimates in MDOT Production Rates are often more applicable to the scale and complexity of LAP projects.<br />
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<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
<br />
[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 102]]<br />
[[Category:Pre-Construction]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6095Main Page2021-01-05T19:01:09Z<p>McGowanR: /* Recent Minor Changes */ Update Minor Change Table to reflect update to 102.02 related to Typical Long-Lead Items</p>
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<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
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<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
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=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
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=[[Current News|<font color="red">Current News</font>]]=<br />
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==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
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{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/19/2020</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges|Construction Field Services Indirect Testing Charges]]</center>||Updated Construction Field Services Indirect Testing codes||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=6059&oldid=5659 Compare Here]<br />
|-<br />
|<center>9/28/2020</center>||<center>7</center>||<center>[[700_-_Closure_of_Unsafe_Structures|700]]</center>||Created new section 700-Closure of Unsafe Structures under Division 7.||[http://mdotwiki.state.mi.us/construction/index.php/700_-_Closure_of_Unsafe_Structures View Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#top|FieldManager]]</center>||Added new item Bi-Annual FieldManager User Account Verification Process||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#Bi-Annual_FieldManager_User_Account_Verification_Process View Here]<br />
|-<br />
|<center>9/21/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#General_Procedures_for_Construction_Records_Retention|E-Construction General Procedures for Construction Records Retention]]</center>||Updated Records Retention content and Training Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6038&oldid=5982 Compare Here]<br />
|-<br />
|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
|-<br />
|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
|-<br />
|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
|-<br />
|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
|-<br />
|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>1/4/2021</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Controller Cabinet and Detection Equipment to Typical Long-Lead Items Table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6094&oldid=6045 Compare Here]<br />
|-<br />
|<center>1/4/2021</center>||<center>4</center>||<center>[[402_-_Storm_Sewers#Illicit_Connections|402]]</center>||Update related to Illicit Connections||[http://mdotwiki.state.mi.us/construction/index.php?title=402_-_Storm_Sewers&diff=6092&oldid=6020 Compare Here]<br />
|-<br />
|<center>11/30/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|Inspector's Daily Report]]</center>||Updated instructions||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=6084&oldid=6043 Compare Here]<br />
|-<br />
|<center>10/29/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf PDF] and [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx XLSX] files (Rev 10-29-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063&oldid=6058 Compare It]<br />
|-<br />
|<center>9/24/2020</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Uniform_Price_Adjustment.2C_Regular_Dry_Paint_and_Low_Temperature_Waterborne_Paint|811]]</center>||Updated Permanent Pavement Markings payment table to include 2020 prices||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=6047&oldid=5647 Compare Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Guardrail-Steel to the Long-Lead item table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6045&oldid=5947 Compare Here]<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|}<br />
</div><br />
<br />
{{top}}<br />
<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6094102.02 Contents of Proposal - Progress Clause2021-01-05T18:54:03Z<p>McGowanR: /* Progress Clause */ Added Controller Cabinet and Detection Equipment to Typical Long-Lead Item Table</p>
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==[[#Progress Clause|Progress Clause]]==<br />
<br />
The progress clause is intended to specify the construction timing and schedule requirements to the contractor. The progress clause is provided by the Construction Engineer at the Omissions and Errors Check (OEC) meeting. This document provides the project start and completion dates as well as any interim dates (e.g. open to traffic, staging, milestone) The contractor is required to prepare a progress schedule for submittal that incorporates the project dates as noted in the progress clause. Traffic requirements and liquidated damages are not to be described in detail in the progress clause. However, the progress clause must mention that failure to meet the specified date(s) will result in the assessment of liquidated damages as specified in other contract documents.<br />
<br />
If the project involves an expedited schedule, the progress clause is to include the language referenced in the Boilerplate Progress Clause.<br />
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The Special Provision for High-Tension Cable Barrier, 12SP807(F), requires corrective action for end terminal foundation movement exceeding one inch within 12 months of final cable tensioning. This requirement dictates that high-tension cable barrier projects must have delayed final acceptance. The final acceptance date must occur after the 12 month acceptance period for the barrier and after any corrective work required of the contractor. This will ensure specification compliance and allow the completion of any corrective actions.<br />
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Progress clause documentation must also take this 12 month acceptance period into account for final project completion dates. The contractor must have time to complete the required measurements and perform any corrective action that is required. It is suggested that an additional 60 days be included on these projects in addition to the 12 month period to allow for completion of corrective action.<br />
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The table below details the recommended timelines for delivery and procurement of typical long-lead items. When developing the Progress Clause dates, consider these timelines as they can have a significant impact on the constructability of a project. Considerations should also be made for any procurement times associated with unique special provisions where certain manufacturers or products are specified. More information regarding steel superstructure is provided [[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause_for_Steel_Superstructure_Projects|here.]]<br />
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<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Typical Long-Lead Items'''</center><br />
|-<br />
!<br />
<center>'''Work Item'''</center><br />
!<br />
<center>'''Lead Time<br />
(includes typical timeframes for development and review of procurement, shop drawings, fabrication, and delivery)<br />
'''</center><br />
|-<br />
|<br />
Steel Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|<br />
26 weeks<br />
|-<br />
|<br />
Bascule, Arch, Tub Girder, High Performance Steel, Plate Girders and Rolled Beams – with flange thicknesses three inches or greater<br />
|<br />
Consult Structural Fabrication Unit<br />
|-<br />
|<br />
Steel Pipe pile in excess of 14 inches diameter, and HP shapes greater than 14 inches in depth.<br />
|<br />
12 weeks <br />
|-<br />
|<br />
Concrete Beams<br />
|<br />
8 to 12 weeks<br />
|-<br />
|<br />
Mast Arms / Strain Poles<br />
|<br />
25 weeks<br />
|-<br />
|<br />
Concrete Spun Poles<br />
|<br />
14 weeks<br />
|-<br />
|<br />
Lighting Towers<br />
|<br />
25 weeks <br />
|-<br />
|<br />
Intelligent Transportation Systems (ITS) projects and components<br />
|<br />
Consult ITS Program Office<br />
|-<br />
|<br />
Delineator and 3# U-Channel Posts<br />
|<br />
21 to 34 weeks<br />
|-<br />
|<br />
Barrier Gates<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|-<br />
|<br />
Work Zone Speed Trailers<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|-<br />
|<br />
Guardrail - Steel<br />
|<br />
10 Gauge: 4 to 8 weeks<br><br />
12 Gauge: up to 4 weeks<br />
|-<br />
|<br />
Controller Cabinet and Detection Equipment<br />
|<br />
8-12 weeks includes procurement and TSMO bench review<br />
|}<br />
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===[[#Boilerplate Progress Clause|Boilerplate Progress Clause]]===<br />
<br />
The file link provided below is intended to serve as a boilerplate document for creating a progress clause. Text is to be reviewed, deleted, modified, or added before incorporation into the proposal document.<br />
<br />
[//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx Boilerplate Progress Clause Template 2-10-20]<br />
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===[[#Progress Clauses with Incentive or A+B Schedules|Progress Clauses with Incentive or A+B Schedules]]===<br />
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Incentive special provisions provide monetary amounts for completion of work before specified contract dates. These special provisions, if applicable, are to be referenced in the progress clause for successfully meeting dates or times, but the specific incentive requirements and monetary amounts are to be included in a unique special provision. The special provision is to be titled Special Provision for Incentive, (Route (Structure Number)), (Incentive Type). The structure number is only to be included on bridge projects and if the bridge has an associated incentive. Incentive types are: Completion of Work; Interim Completion of Work; and Open to Traffic. Incentive projects are to include the Special Provision for [https://mdotcf.state.mi.us/public/dessssp/spss_source/12SP-108A-02.pdf Extension of Time and Increased Costs for Incentive Projects].<br />
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MDOT is phasing out the disincentive terminology. This language simply references failure to meet the contract incentive requirements. The disincentive language is not to be used on construction oversight documentation. Not meeting the incentive requirements will result in the application of liquidated damages and the associated pay item “Liquidated Damages, Other”.<br />
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The calculation of incentive values based on user delay costs must be documented and placed in the appropriate project folder in the ProjectWise directory. <br />
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===[[#Progress Clause for Steel Superstructure Projects|Progress Clause for Steel Superstructure Projects]]===<br />
This document provides guidance to the TSC construction/project engineer in determining contract milestones for the progress clause in projects requiring steel beams or steel girders, and large format steel foundation piling. This formation is to be used to estimate timeframes for the progress clause for the order and delivery of steel piling, and beams/girders after the project award. <br />
<br />
Once a bridge project is awarded, the contractor will place an order with a structural steel fabricator. The structural steel fabricator will then need to place an order with a steel mill for the required plates and shapes. The steel mills produce heats of different types and sizes of steel. For example, a mill may produce 36-inch rolled beams one week and piling the following week, and other mills may exclusively produce plates, but only roll certain thicknesses once or twice a month. Structural steel rolled in a given heat is typically already devoted to an already placed order, and the mill rolling typically occurs between four to twelve weeks after the order has been placed. Many factors influence when a fabricator can take delivery from a mill, including demand from other states’ bridge programs, demand from other domestic and international industries, cost, availability, and stockpiles of raw material; and production status of mills around the country. Fabricators do not stockpile most types of beams or plate steel. This is consistent with the just-in-time concept of manufacturing common in industry today.<br />
<br />
For some small orders or certain types of steel, such as pin and hangers (link plates and pins), fabricators can purchase the needed steel through warehouses or they may have their own supply. For emergencies, such as from a high load impact, fabricators can purchase the needed steel items from national warehouses. However, the cost of this steel may be much higher, and is not economically feasible (to the fabricator or the state) for large orders.<br />
<br />
The table below details the recommended timelines in which steel delivery to the project site can be expected.<br />
<br />
<br />
<center>'''Table 707.1'''</center><br />
{| class="wikitable" style="margin: auto;"<br />
|-<br />
! Work Item – Order and Delivery of Steel Beams !! Time<br />
|-<br />
| Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|| 26 weeks after award<br />
|-<br />
| Bascule, Arch, Tub Girder, High Performance Steel (HPS Grade 70 or 100), Plate Girders and Rolled Beams – with flange thicknesses three inches or greater|| Consult Structural Fabrication Unit(*)<br />
|-<br />
|Pipe pile in excess of 14 inches nominal diameter, and HP shapes greater than 14 inches in depth.<br />
||12 weeks after award <br />
|}<br />
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:*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov]) for assistance in developing the timeframes for order and delivery of steel in preparing the progress clause. <br />
<br />
<br />
For plate girders and rolled beams with flange thicknesses less than three inches, the recommended time from award to delivery at the project site is based on the following:<br />
<br />
* Up to three months for steel delivery from mill to fabricator,<br />
* Up to two months for fabrication,<br />
* Up to one month for submittal and approval of requests for information (RFI’s) and shop drawings, and shipping of the fabricated product to the project site.<br />
<br />
Smaller diameter pipe pile and pile shapes such as HP12 and HP14 are rolled by multiple steel mills on a regular basis and should be readily available. For pile sections greater than 14 inches in diameter or depth, such as HP16 and HP18 shapes, and 16 inch diameter pipe pile, there are fewer mills to choose from and the rolling schedules are less frequent. Therefore, the recommended time frame for those shapes is 12 weeks after award. This is based only on delivery since fabrication time and shop drawings are not required. <br />
<br />
While in many cases for structural steel, delivery can occur before the 26 week time frame, there are many variables which can influence steel delivery and frequently they cannot be determined at the time the progress clause is written. In addition to the factors influencing delivery of steel from the mill to the fabricator, the contractor that is awarded the contract and the fabricator they choose can affect the timeline. The fabricator chosen by the contractor may have less work or greater production capabilities than another fabricator. Some fabricators may try to book their production schedules such that by late winter or early spring they are fully booked through the summer or into fall. For this reason jobs let in the spring may have fewer fabricators available to complete the work and the jobs can be difficult to complete in one season especially if designed for part-width construction. In addition, the timeline to deliver steel beams for stage one of a part-width project may take the majority of the recommended timeline for delivery of both stages as the fabricator may elect to apply some aspects of fabrication to both stages instead of completing stage one in total before starting on stage two. The mill order and other milestones may take equal time whether they include one or both stages.<br />
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For the reasons outlined above, it is recommended that the table above be used when developing progress clauses for projects with steel superstructures or large format piling. Careful consideration is to be made on projects with staged construction, or interim completion or interim open to traffic dates.<br />
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If you have any questions please contact the Structural Fabrication Unit at [mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov].<br />
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===[[#Determination of Work Days/Completion Date|Determination of Work Days/Completion Date]]===<br />
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Work Day/Completion Date Determination, '''''Figure 102-2''''', shows the worksheet to be used for calculating the estimated time to complete major work items and arrive at the total work days/completion date for completion of all work items. Anticipated start dates should consider letting date and earliest possible award dates to avoid an unrealistic completion date on calendar day date projects. This worksheet should remain on file at the project office and become part of the permanently retained project files for audit purposes.<br />
<br />
[[file:Figure 102-2.JPG|thumb|center|600px|Figure 102-2 - Work Day/Completion Date Determination]]<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Section]</div><br />
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<br />
===[[#Critical Path Networks|Critical Path Networks]]===<br />
<br />
Critical Path Networks are often needed to develop the Progress Clause for a project. With MDOT-designed projects, the project manager is required to develop a Critical Path Network on any project that includes an Incentive or Special Liquidated Damages clause. It is recommended that the project manager develop a Critical Path Network for projects with the following characteristics:<br />
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{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Critical Path Network Project Characteristics'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
New construction.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Major reconstruction or rehabilitation on an existing roadway that will severely disrupt traffic.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Unique or experimental work.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
More than one construction season.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Complex staging (multiple stages with traffic shifts).<br />
|}<br />
<br />
There may be other projects that do not meet these criteria which should have a Critical Path Network. The project manager will need to evaluate each project separately. The appropriate construction staff Engineer from the Construction Section and the Engineer assigned to the project should be consulted when determining the need for and when developing a Critical Path Network.<br />
<br />
Preparation of a Critical Path Network is a requirement on all consultant-designed projects, regardless of the project type or complexity. The Engineer should contact the Design Consultant Coordination Unit for the project's critical path, if they have not received it, to prepare the Progress Clause.<br />
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<br />
===[[#Construction Time Estimates - Production Rates|Construction Time Estimates - Production Rates]]===<br />
<br />
The file link provided below contains production rates for major work items. The link will prompt you to download the file.<br />
<br />
[//{{SERVERNAME}}/images_construction/a/a4/MDOT_Production_Rates.pdf MDOT Production Rates]<br />
<br />
[[File:MDOT Production Rates Image 07272020.jpg|center|600px|link=//{{SERVERNAME}}/images_construction/a/a4/MDOT_Production_Rates.pdf]]<br />
<br />
These rates should be used as guides and adjusted as necessary to reflect project specific conditions (accessibility, site, traffic, region, quantities, etc.) and previous work history in the area. The rates include a low, average, and high production rate estimate which should serve as helpful guidance to both Design & Construction Engineers when developing and administering the project (evaluating schedules, progress clauses, force accounts, extra work, etc.). The rate range is intended to reflect & capture around 80% of typical projects, with the allowance that some outliers will exist due to extenuating project circumstances.<br />
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===[[#LAP Project Considerations | LAP Project Considerations]]===<br />
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Local agencies utilize the following boilerplate when developing their progress schedule:<br />
<br />
::[https://www.michigan.gov/documents/mdot/Progress_Clause_Template_FINAL_LAP_102617_604719_7.pdf LAP PROJECT Boilerplate Progress Clause Template 10-25-17]<br />
<br />
Local agencies are encouraged to utilize the resources in this section, such as product lead time and order and delivery estimate considerations when developing their progress schedule. Anticipated start dates should consider letting date and award timeframes to avoid setting unrealistic starting or completion expectations. Typically, MDOT let contracts are awarded within 49 days of letting. Progress clause start dates should take this into account.<br />
<br />
Local agencies should keep in mind the lower rate estimates in MDOT Production Rates are often more applicable to the scale and complexity of LAP projects.<br />
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[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 102]]<br />
[[Category:Pre-Construction]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6093Main Page2021-01-05T14:10:21Z<p>McGowanR: /* Recent Minor Changes */ Updated Minor Change Table to reflect recent update to section 402 related to Illicit Connections</p>
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<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
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<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
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<br />
<center>[[File:logo.jpg|250px]]</center><br />
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<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
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<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
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<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
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=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
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<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/19/2020</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges|Construction Field Services Indirect Testing Charges]]</center>||Updated Construction Field Services Indirect Testing codes||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=6059&oldid=5659 Compare Here]<br />
|-<br />
|<center>9/28/2020</center>||<center>7</center>||<center>[[700_-_Closure_of_Unsafe_Structures|700]]</center>||Created new section 700-Closure of Unsafe Structures under Division 7.||[http://mdotwiki.state.mi.us/construction/index.php/700_-_Closure_of_Unsafe_Structures View Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#top|FieldManager]]</center>||Added new item Bi-Annual FieldManager User Account Verification Process||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#Bi-Annual_FieldManager_User_Account_Verification_Process View Here]<br />
|-<br />
|<center>9/21/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#General_Procedures_for_Construction_Records_Retention|E-Construction General Procedures for Construction Records Retention]]</center>||Updated Records Retention content and Training Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6038&oldid=5982 Compare Here]<br />
|-<br />
|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
|-<br />
|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
|-<br />
|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
|-<br />
|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
|-<br />
|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>1/4/2021</center>||<center>4</center>||<center>[[402_-_Storm_Sewers#Illicit_Connections|402]]</center>||Update related to Illicit Connections||[http://mdotwiki.state.mi.us/construction/index.php?title=402_-_Storm_Sewers&diff=6092&oldid=6020 Compare Here]<br />
|-<br />
|<center>11/30/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|Inspector's Daily Report]]</center>||Updated instructions||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=6084&oldid=6043 Compare Here]<br />
|-<br />
|<center>10/29/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf PDF] and [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx XLSX] files (Rev 10-29-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063&oldid=6058 Compare It]<br />
|-<br />
|<center>9/24/2020</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Uniform_Price_Adjustment.2C_Regular_Dry_Paint_and_Low_Temperature_Waterborne_Paint|811]]</center>||Updated Permanent Pavement Markings payment table to include 2020 prices||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=6047&oldid=5647 Compare Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Guardrail-Steel to the Long-Lead item table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6045&oldid=5947 Compare Here]<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
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|}<br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
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This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6078E-Construction2020-11-04T17:21:43Z<p>McGowanR: /* e-Construction/Paper File System */ Minor Syntax and Linking Correction to 10-29-20 file as per Mo Azam</p>
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<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
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<div style="float: right; padding-right: 1px;">{{#ev:youtube|JbwlvmOTUrI|350|right|MDOT's e-Construction Process}}</div><br />
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===[[#General Information|General Information]]===<br />
E-Construction refers to the initiative of MDOT to integrate various digital technologies into its business/construction operations so that cost savings, efficiency gains, and other benefits are realized. MDOT has integrated many technological solutions such as electronic bidding, electronic construction files, digital signatures, electronic filing systems, in-field utilization of mobile devices, etc. and many other exciting technologies are being considered by MDOT to integrate into its operations. <br />
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As of now, this Wiki article extensively discusses ProjectWise. In the future, this wiki article may cover additional topics relevant to e-Construction. <br />
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<div style="float: left; padding-right: 1px;">{{#ev:youtube|ScB1b3fqjQo|350|left|MDOT's e-Construction Process on I-96}}</div><br />
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===[[#ProjectWise|ProjectWise]]===<br />
Bentley Systems developed ProjectWise software to allow users to access, share, and manage electronic files located on a centralized server. Some of the features of the software include tracking document workflows, versioning of documents, checking out documents, etc. Many organizations such as the majority of DOTs and top construction design firms utilize ProjectWise for the management of files relevant to the construction process. <br />
The information within this article is intended to help a first-time user. For additional information about ProjectWise, you can visit Bentley’s [http://www.bentley.com/en-US/Products/projectwise+project+team+collaboration/ webpage], ProjectWise community forum [http://communities.bentley.com/products/projectwise/default.aspx webpage], MDOT's ProjectWise resource [http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037-321341--,00.html webpage], or other links provided within this wiki article.<br />
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====[[#Getting Started with ProjectWise|Getting Started with ProjectWise]]====<br />
Before one can use ProjectWise, one must have an account that is associated with an organization’s Datasource. <br />
If you are a MDOT employee, you can contact MDOT-ProjectWise@michigan.gov.<br />
If you are a Contractor, you can contact MDOT-ProjectWiseConst@michigan.gov.<br />
If you are a sub-contractor, you can contact your project manager.<br />
Once approved, the administrator will contact you with your credentials that you can use to access the Datasource.<br />
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====[[#Accessing MDOT's DataSource|Accessing MDOT's DataSource]]====<br />
Users can access MDOT's DataSource by means of mobile device, web browser, or computer program which allows the possibility of the user accessing information where and whenever he wants, be it in field, in office, or out-of-office.<br />
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For MDOT employees who are using a company computer, the ProjectWise Explorer program is preinstalled onto the computer and the program is preconfigured to connect to MDOT’s Datasource. You only need to open the Datasource and enter your credentials.<br />
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For non-MDOT employees using a computer, you can download the ProjectWise Explorer program from https://mdotjboss.state.mi.us/SpecProv/projectwisesupport.htm. Use the drop down menu on the page and select External Installation to locate and download ProjectWise Explorer. Once downloaded, you have to configure the program to connect to MDOT’s Datasource. To do this, open ProjectWise Explorer, navigate the cursor to the Tools menu, move the cursor down and click on the “ProjectWise Network Configuration Settings” item. The “ProjectWise Network Configuration Settings” window will pop up, showing information within the “General” tab. Navigate the cursor to the “DNS Services” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Navigate the cursor to “Datasource Listing” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Restart the program. Open the Datasource and enter your credentials.<br />
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If you are using the web browser, type https://mdotpwisess4.state.mi.us/ into the URL bar. Note that MDOT only supports Internet Explorer. Select MDOT’s Datasource and enter your credentials. This [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf PDF] is a quick reference guide for the use of the ProjectWise Web Server.<br />
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If you are using an iPad, download the ProjectWise Mobile Explorer application from the iTunes store. Open the application. Select “Connect to your projects”. A “ProjectWise web services” form should appear; type into the form “136.181.146.49”. If correctly working “MDOTProjectWise” should appear; select that. You will then be prompted to login. If your login is associated with a State of Michigan account you must enter “SOM” in the Domain field. Other users will leave this field blank. After you have entered your username and password, select the next button to login. In the upper left corner, select the “Datasources” button. A menu should appear; select “MDOTProjectWise”. You should be able to navigate MDOT’s Datasource.<br />
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====[[#Navigating MDOT’s DataSource|Navigating MDOT’s DataSource]]====<br />
MDOT’s Datasource is essentially a hyperlink to a file directory that is located on MDOT’s servers. The file directory is organized by Region then by TSC and then by Job Number. Within the Job Number folder, there are construction documents relevant to the Job Number. You can navigate the file directory by clicking the + button or double-clicking the folder. <br />
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When you are about to select a file from the file directory, there will usually be two icons which signify the type of document and the functions that you can perform on the document. There are many file formats that are supported by ProjectWise such as .doc, .dgn, .pdf, etc. There are many functions that a user can perform on a file. A pencil icon indicates that the file can be checked out and modified. An open book icon indicates that the file is read-only. A red check mark icon indicates that you have checked out the file. A lock icon indicates that a file has been either checked out or exported and that it is read-only. A blue tag icon indicates that the file is in its Final Status and that no further modifications can be made. <br />
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Select a file and right click. A menu should appear with a list of functions that a user can perform. As you may notice, similar functions are grouped together. Some of these functions are grayed out which indicates that at that moment the function cannot be performed. <br />
Some of the more commonly used functions are New > Document, Open as Read-Only, Check Out, Check In, Export, etc. More information about functions is available on page 2 and 3 of this [http://www.michigan.gov/documents/mdot/MDOT_ProjectWise_Web_Quick_Reference_Card_446728_7.pdf PDF].<br />
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The functions that a user can perform are limited to the number of permissions that are granted by the administrator. What your role is for a construction project will determine which files you are allowed to access and what functions you are allowed to perform.<br />
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For more information on the layout of ProjectWise Explorer, you can view FHWA's ProjectWise resource [http://www.wfl.fhwa.dot.gov/resources/cadd/projectwise/section01.htm webpage].<br />
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===[[#General Procedures for Construction Records Retention|General Procedures for Construction Records Retention]]===<br />
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The Federal Highway Administration (FHWA) requires that project construction records for federally funded projects be retained for a minimum of three years past the FHWA final accounting date. The FHWA final accounting date (for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the FHWA requirement, there are record retention requirements issued by the DTMB Record Center and MDOT’s Records Management Office. This procedure takes into account the requirements of the FHWA, as well as DTMB Record Center. <br />
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The managing office engineer (delivery/project/resident/county/city/consultant) is responsible for all project records required at the project site. Each TSC/project office will name a Construction Records Coordinator (CRC) and provide the name of this person to the Construction Field Services Support Area’s Records Management Coordinator (RMC). <br />
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Project records for construction on state trunkline projects will be retained at the region, TSC, or project office until the FOD final accounting date. This applies to both federally and state funded projects. The FOD date is available through the MDOT Phase Initiator (PI) application. <br />
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The construction records for projects with consultant engineering management will be delivered to the managing TSC when the final estimate voucher is received. The managing TSC will retain the records in accordance with these procedures. <br />
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If any litigation, claim, negotiation, audit or other action involving the records has been started before the FOD final accounting date, the records must be retained at the project office until completion of the action and resolution of all issues. Should the CRC be notified that such action has commenced after the records have been transferred to the DTMB Record Center, the CRC will notify the RMC. At the end of the retention period, the DTMB Record Center will send the record disposal notice to the Record Management Officer (RMO). The RMO will contact the CRC prior to any record disposal by DTMB Record Center. <br />
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Retain the records for projects with warranty work at the TSC/project office until the end of the warranty period, unless the warranty period ends before the FOD final accounting date. If the warranty period ends before the FOD final accounting date, then retain the records at the TSC/project office until the FOD final accounting date. <br />
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[//{{SERVERNAME}}/images_construction/3/31/Content_Manager_for_Records_Center_Training_Manual.pdf Content Manager for Records Center Training Manual]<br />
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====[[#LAP Project Considerations | LAP Project Considerations ]]====<br />
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Local agencies are responsible for maintaining official records for their LAP projects. MDOT will maintain project records within ProjectWise or archived file system according to the department’s retention schedule. Local Agencies are to keep a copy of the PW file for their official project records. <br />
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===[[#Standard Naming Convention for Documents|Standard Naming Convention for Documents]]===<br />
Effective with the December 1, 2017 letting and at the discretion of the engineer retroactively beginning with the October 6, 2017 letting forward, the Michigan Department of Transportation (MDOT) will utilize the following standard naming convention for naming and organizing electronic documentation created during the administration of state and federally funded construction contracts. Each file name contains sequential elements beginning with a required 1st descriptor. The order of the elements is to be maintained and not rearranged; however, elements following the 1st descriptor are situational and may not be necessary for inclusion into a file name based on the minimum element component naming examples provided in [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as follows:<br />
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'''Elements: | 1st Descriptor | SN | Date | Initials | Revision | Contractor/2nd Descriptor | JN'''<br />
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'''Format: | FFFF or Variable | XXX | YYYY-MM-DD | XXXX | RX | Variable | XXXXXX'''<br />
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'''1st Descriptor (FFFF or Variable):''' Expressed as a form number (FFFF), document description (e.g. Pay Estimate), common document acronym, or form name.<br />
*Common document acronyms suggested when form numbers do not apply:<br />
**Use “Cert” for materials<br />
**Use “CP” for certified payrolls<br />
**Use “SD” for shop drawings<br />
**Use “IDR” for inspector’s daily report<br />
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'''SN (XXX):''' A three-digit '''sequence number''' (i.e. 001, 002, etc.) generated (i.e. auto-designated from FieldManager or assigned by the engineer) based on either the order of documentation receipt or incorporation of cross-referenced documentation into FieldManager used for contract modifications, pay estimates, material certifications, material source lists, etc.<br />
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At the discretion of the engineer based on the complexity of the project an inspector’s daily report (IDR) sequence number may be utilized. If a sequence number is used for anything other than an IDR then the element location for SN applies as shown.<br />
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All material approvals in FieldManager require cross-referencing. When approving materials in FieldManager, the file number along with sequence number (e.g. 309-Cert 006, 309-Test 001, or 303-1901 001) must be documented within the Lot Number field and cross-referenced in ProjectWise.<br />
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[[File:Naming image 1.jpg]]<br />
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'''Date (YYYY-MM-DD):''' date of occurrence of the work event or activity expressed as YYYY=Year; MM=Month; DD=Day. Use a dash character (-) within the date as a separator.<br />
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'''Initials (XXXX):''' Initials of the inspector up to four characters in length based on the initials assigned within FieldManager. Initials are used to delineate reports generated by different inspectors (i.e. IDRs and Form 1126 NPDES reports).<br />
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'''Revision (RX):''' A one-digit revision number beginning with an R (i.e. R1) generated based on the sequence of updates. The revised document should be named the same as the original source document except for the revision number placed at the end of the name (e.g. IDR 2017-07-20 GJM R1). A revision number is necessary for documents which have been changed after initial submittal into Field Manager or ProjectWise such as IDRs, work orders, or contract modifications and as a further exception may also be followed by a sequence number associated from FieldManager (i.e. R1 S1).<br />
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'''Contractor/2nd Descriptor (Variable):''' An element that provides for additional information such as the contractor or producers name, structure number, material type, location, and/or another distinctive qualifier of the file name. Structures should be identified as shown in project plans (i.e. B01, S01-1, S01-2, X04, or R01).<br />
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'''JN (XXXXXX):''' The job number of the project expressed in either five or six digits without an A, B, or C phase character at the end.<br />
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<u>'''File Naming Characters'''</u><br />
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Except as otherwise noted (date and structure number), use spaces to separate fields not underscores, dashes, commas, periods, or any other characters.<br />
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<u>'''Standard Documentation Folder Structure'''</u><br />
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The current alphanumeric folder structure will be retained as the default construction folder view for all projects in ProjectWise. ProjectWise allows for a user preference selection to view construction folders in file number format. Contact [mailto:MDOT-ProjectwiseConst@michigan.gov MDOT-ProjectwiseConst@michigan.gov] to request the file number view in ProjectWise. <br />
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{|<br />
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====[[#e-Construction/Paper File System|e-Construction/Paper File System]]====<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/c/c3/Standard_Naming_Convention_Revised_11-4-2020.xlsx Alpha and Numeric Spreadsheet].<br />
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Download a copy of the table below [//{{SERVERNAME}}/images_construction/e/ef/Standard_Naming_Convention_Revised_11-4-2020.pdf Alpha and Numeric PDF].<br />
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<span style="background:yellow">Recent changes to the table as off '''10-29-20''' are highlighted in yellow below</span><br />
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{| class="wikitable"<br />
| align="center" style="background:#f0f0f0;"|'''File #'''<br />
| align="center" style="background:#f0f0f0;"|'''Description'''<br />
| align="center" style="background:#f0f0f0;"|'''MDOT Form #'''<br />
|align="center" style="background:#f0f0f0;"|'''Minimum Element Component Naming Examples'''<br />
| align="center" style="background:#f0f0f0;"|'''Retention:'''<br />
'''4 years unless otherwise noted'''<br />
|-<br />
| <span style="color: red">'''100'''||<span style="color: red">'''ADMINISTRATION'''</span>||||||<br />
|-<br />
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| '''100'''|| '''Award Letter'''||||Award YYYY-MM-DD||<br />
|-<br />
| || ||||||<br />
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| '''101'''||'''Contract Form''' ||||||<br />
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| ||Progress Schedule||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1130.pdf 1130]</center>||1130 YYYY-MM-DD||<br />
|-<br />
| ||Weekly Statement of Work Days Charged||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1116.pdf 1116]</center>||1116 001||<br />
|-<br />
| ||Workzone Enforcement Contracts||||||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (MSP)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/1449.pdf 1449]</center>||1449 YYYY-MM-DD Job Number||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (Local)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/0565.pdf 0565]</center>||0565 YYYY-MM-DD Job Number||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''104'''||'''Contract Modifications'''||||||<br />
|-<br />
|||Value Engineering Change Proposal||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1962.pdf 1962]</center>||1962 YYYY-MM-DD Structural Steel ABC Contracting||<br />
|-<br />
|||Contract Modification||||CM 001||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''FHWA 1365 Pre-Approvals'''||||||<br />
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|||FHWA 1365 Pre-Approvals||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf 1365]</center>||1365 YYYY-MM-DD Structural Steel||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Extension of Time'''||||||<br />
|-<br />
|||Extension of Time||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1100A.pdf 1100A]</center>||1100A 001||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Supporting Documents'''||||||<br />
|-<br />
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|-<br />
| '''105'''||'''Contractor Claims and Force Account'''||||||<br />
|-<br />
|||Force Account Statement||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101.pdf 1101]</center>||1101 YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||Force Account Daily Field Record||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101A.pdf 1101A]</center>||1101A YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Force Account Work Plan||||FA Work Plan||<br />
|-<br />
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|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Damage Claim Notices'''||||||<br />
|-<br />
|||Damage Claims Notices||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1119D.pdf 1119D]</center>||1119D 001 Smith John||<br />
|-<br />
|||||||||<br />
|-<br />
|'''108'''||'''Correspondence'''||||||<br />
|-<br />
|||Email||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||General Correspondence||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
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|-<br />
| '''106'''||'''Estimates and Closeout Package'''||||||<br />
|-<br />
| || Construction Pay Estimate Report(Bi-Weekly Pay Estimates)||||Pay Estimate 001||<br />
|-<br />
| || Construction Pay Estimate Report(Final Pay Estimate)||||Pay Estimate 001 Final||<br />
|-<br />
| || Stockpile Data||||Stock Pile YYYY-MM-DD Steel||<br />
|-<br />
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|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Closeout Documents'''||||||<br />
|-<br />
| ||Final Acceptance/Certification Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1120.pdf 1120]</center>||1120||<br />
|-<br />
| ||Final Estimate Package Memo||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1105.pdf 1105]</center>||1105||<br />
|-<br />
| ||Final Project Review Summary||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
| ||Post Certification of Subcontract compliance (Copy)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1386.pdf 1386]</center>||1386||<br />
|-<br />
|||Final 2124A||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf 2124A]</center>||2124A ABC Contracting||<br />
|-<br />
|||Final project voucher summary(Signed from CSD)||||Final project voucher summary||<br />
|-style="background: yellow;"<br />
|||Office Technician Certificate||||Cert OT Last Name Expiration Date||<br />
|-<br />
|||Work Completion letter from contractor||||Completion Letter YYYY-MM-DD||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Engineer Certification'''||||||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Contract/Related Documents Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Construction Item/IDR Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-HMA Items Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Material Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1972.pdf 1972]</center>||1972||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Concrete Items Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||||||<br />
|-<br />
|'''109'''||'''Preconstruction and Progress Meetings'''||||||<br />
|-<br />
|||Damage Claim Program||||Damage Claim Program||<br />
|-<br />
|||Safety Program||||Safety Program||<br />
|-style="background: yellow;"<br />
|||Contractor Lightning Plan||||Lightning QC Plan||<br />
|-<br />
|||Subcontractor's List||||Subcontractor's List||<br />
|-<br />
|||Emergency Contact List||||Emergency Contact List||<br />
|-<br />
|||Meeting Minutes||||Meeting Minutes YYYY-MM-DD||<br />
|-<br />
|||WorkZone Access Plan||||WorkZone Access Plan||<br />
|-<br />
|||||||||<br />
|-<br />
| '''102'''||'''Sub-Contracts''' ||||||<br />
|-<br />
|||Subcontract - FED||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-FED.pdf 1302-FED]</center>||1302-FED ABC Contracting||<br />
|-<br />
|||Subcontract - State||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-State.pdf 1302-State]</center>||1302-State ABC Contracting||<br />
|-<br />
|||Commercially Useful Function (CUF) Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109]</center>||4109 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||DBE Participation (blue sheets)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf 0178]</center>||0178||<br />
|-<br />
|||DBE Trucker Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1992.pdf 1992]</center>||1992||<br />
|-<br />
|||||||||<br />
|-<br />
|'''110'''||'''Utilities, Permits and Real Estate'''||||||<br />
|-<br />
|||Property Agreements and release||||Property Agreements & Release Smith John||<br />
|-<br />
|||Construction Permit||||Construction Permit||<br />
|-<br />
|||Miss Dig Document request||||Miss Dig YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''107'''||'''Warranty Documentation'''||||||<br />
|-<br />
|||Warranty Correspondence||||Corr YYYY-MM-DD GJM Warranty||<br />
|-<br />
|||Bridge||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1802.pdf 1802]</center>||1802 YYYY-MM-DD||<br />
|-<br />
|||HMA||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1134.pdf 1134]</center>||1134 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Pavement Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029]</center>||1029 Route Contractor Date Accepted||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Bridge Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029A.pdf 1029A]</center>||1029A Route Contractor Date Accepted||<br />
|-<br />
|||Concrete||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1115.pdf 1115],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1831.pdf 1831],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1884.pdf 1884],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1885.pdf 1885],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1881.pdf 1881]</center>||[Form Number] YYYY-MM-DD||<br />
|-<br />
|||CPM||<center>[https://mdotjboss.state.mi.us/webforms/SearchForms.htm?title=CPM&area=All+Area+Forms&Submit=Search&formNumber= Series],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1193.pdf 1193],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1184.pdf 1184],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1046.pdf 1046],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1047.pdf 1047],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1893.pdf 1893],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1894.pdf 1894], [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1946.pdf 1946]</center>||[Form Number] YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''103'''||'''Work Orders'''||||||<br />
|-<br />
|||Notice of Non-Compliance with Contract||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1165.pdf 1165]</center>||1165 YYYY-MM-DD||<br />
|-<br />
|||Work Orders||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1137.pdf 1137]</center>||1137 001 Drainage Changes||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''200'''</span>||<span style="color: red">'''FIELD RECORDS'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''203'''||'''Bases'''||||||<br />
|-<br />
|||Subbase||||Subbase YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregates||||Agg Base YYYY-MM-DD GJM||<br />
|-<br />
|||Rubbilizing Portland Cement Concrete Pavement||||Rubblilize pavt YYYY-MM-DD GJM||<br />
|-<br />
|||Geotextile for Base||||Geotextile YYYY-MM-DD GJM||<br />
|-<br />
|||HMA Base Crushing and Shaping||||Crush & Shape YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregate Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Subbase calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Agg Base||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Agg Base Sta 24+65 to 65+24||<br />
|-<br />
|||Aggregate Scale Check||||Scale check Producer Name YYYY-MM-DD||<br />
|-<br />
||||||||||<br />
|-<br />
|'''206'''||'''Concrete'''||||||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Roadway||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf 1174R]</center>||1174R YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Structure||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174S.pdf 1174S]</center>||1174S YYYY-MM-DD GJM||<br />
|-<br />
|||Coring Request||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0500.pdf 0500]</center>||500 YYYY-MM-DD Sta 24+65 123145||<br />
|-<br />
|||Contractor's QC Test Reports (Air, slump, temp)||||Conc QC YYYY-MM-DD ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Load Transfer Assembly Inspection Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0553.pdf 0553]</center>||0553 Supplier GJM||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Concrete Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Misc Concrete||<br />
|-<br />
|||||||||<br />
|-<br />
|'''209'''||'''Delivery Tickets(Miscellaneous)'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''204'''||'''Drainage'''||||||<br />
|-<br />
|||Pumpstations||||Pumpstation YYYY-MM-DD GJM||<br />
|-<br />
|||Drainage Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
||||Sewers||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Sewers||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0555.pdf 0555]</center>||0555 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Culverts||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0563.pdf 0563]</center>||0563 YYYY-MM-DD||<br />
|-<br />
|||Underdrains||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Culverts||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202'''||'''Earthwork'''||||||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Clay Grade||<br />
|-<br />
|||Record Of Soils Recommendations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 0583]</center>||0583 YYYY-MM-DD NB Sta 24+65 to 65+24||<br />
|-<br />
|||Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Volume Sheets||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1198.pdf 1198]</center>||1198 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Earth Work Data Sheet||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1124.pdf 1124]</center>||1124 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||||||||<br />
|-<br />
|'''205'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||HMA Crack Treatment||||HMA Crack Treatment YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Surface Seal||||Surface Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Micro-surfacing||||Micro Surfacing YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Chip Seals||||Chip Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Slurry Seal||||Slurry Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||HMA Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM HMA pavement||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Longitudinal Joint Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5621.pdf 5621]</center>||5621 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||HMA Sample Identification||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5622.pdf 5622]</center>||5622 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Core Sample Identification Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5623.pdf 5623]</center>||5623 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Mainline Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5624.pdf 5624]</center>||5624 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||STA HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5625.pdf 5625]</center>||5625 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||PWL HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5626.pdf 5626]</center>||5626 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200'''||'''Inspector's Daily Reports'''||||||<br />
|-<br />
|||IDR||||IDR YYYY-MM-DD GJM||<br />
|-<br />
|||IDR with Rev and Seq||||IDR YYYY-MM-DD GJM R1 S1||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM ADA Ramp SW Johnson Rd||<br />
|-<br />
|||Fencing||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||General Comps.||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Asbestos Report||||Asbestos Report||<br />
|-style="background: yellow;"<br />
|||Field Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0566.pdf 0566]</center>||0566 Material GJM||<br />
|-style="background: yellow;"<br />
|||Area/Volume Survey Data||||YYYY-MM-DD GJM Name of Item Of Work||<br />
|-<br />
|||Guardrail||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Slope Restoration||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector's Daily Record of Contact Removal Items||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122A.pdf 1122A]</center>||1122A YYYY-MM-DD GJM||<br />
|-<br />
|||Sketches and Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Permanent Traffic Signs||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Electrical Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202-1'''||'''NPDES and SESC Reports'''||||||<br />
|-<br />
|||NPDES||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1126.pdf 1126]</center>||1126 001 YYYY-MM-DD GJM||<br />
|-<br />
|||Environmental Permits||||Permit||<br />
|-<br />
|||Notice of Termination(NOT)||||NOT||<br />
|-<br />
|||Notice of Completion(NOC)||||NOC||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200-1'''||'''Photographs & Videos'''||||||<br />
|-<br />
|||Photo||||Photo YYYY-MM-DD GJM Station 24+65 Broken Casting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-1'''||'''Request For Information(RFI)'''||||RFI YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201'''||'''Shop Drawing and submittals'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Approved||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Original Comments'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Rejected'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Rejected||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Review in Progress'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Pending||<br />
|-<br />
|||||||||<br />
|-<br />
|'''207'''||'''Structure'''||||||<br />
|-<br />
|||Bridge Decks Concrete Depth Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1131.pdf 1131]</center>||1131 YYYY-MM-DD GJM B01 Wet||<br />
|-<br />
|||Bridge Reinforcing Computations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1138.pdf 1138]</center>||1138 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Foundation Piling Record (LRFD)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1161L.pdf 1161(L)]</center>||1161 YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Pile Driving Table||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157A.pdf 1157A]</center>||1157A YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Structure - Clearance Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1190.pdf 1190]</center>||1190 YYYY-MM-DD GJM US131 S02||<br />
|-<br />
|||Structure Painting forms||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1941.pdf 1941]</center>||1941 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157.pdf 1157]</center>||1157 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Records, LRFD||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157L.pdf 1157L]</center>||1157L YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Inspection Records for Highway Signs||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Excavation/concrete placement for bridges||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1448.pdf 1448]</center>||1448 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Micropile Installation Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1989.pdf 1989]</center>||1989 YYYY-MM-DD GJM B01 Abut A Pile 24||<br />
|-<br />
|||Cofferdam Installation, Piling Placement, and Tremie Pour Inspector's Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1990.pdf 1990]</center>||1990 YYYY-MM-DD GJM B01 Abut A||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM B01 Superstructure||<br />
|-<br />
|||Sheet Piling and Cofferdams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Precast Concrete Beams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Mechanically Stablized earth retaining wall system checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1447.pdf 1447]</center>||1447 YYYY-MM-DD||<br />
|-<br />
|||Hydrodemolition Documents||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waterproofing||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waste Profile Forms||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Bridge Deck Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2082.pdf 2082]</center>||2082 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Deck overlay Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2083.pdf 2083]</center>||2083 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Painting Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2081.pdf 2081]</center>||2081 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Sketches and Calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-2'''||'''Survey'''||||||<br />
|-<br />
|||Contractor Staking Quality Control Plan||||CSQCP YYYY-MM-DD||<br />
|-<br />
|||Staking Request||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5300.pdf 5300]</center>||5300 YYYY-MM-DD||<br />
|-<br />
|||As-constructed Earth Work Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Cross-Sections||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208-1'''||'''Traffic'''||||||<br />
|-<br />
|||Inspector's Checklist For Inspection for Solar Boards||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1013S.pdf 1013S]</center>||1013S YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||MDOT Lane Closure Notification/Request Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0561.pdf 0561]</center>||0561 Route - Request # GJM||<br />
|-<br />
|||Mobility Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1998.pdf 1998]</center>||1998 YYYY-MM-DD GJM||<br />
|-<br />
|||Pavement Marking Material Verification Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1585.pdf 1585]</center>||1585 YYYY-MM-DD GJM||<br />
|-<br />
|||Drilled Shaft Inspection Record for Highway signs, Luminaires, TS||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Traffic Control Report Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1996.pdf 1996]</center>||1996 YYYY-MM-DD GJM||<br />
|-<br />
|||Traffic Advisories||<CENTER>Document</center>||(Name of advisory) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''300'''||<span style="color: red">'''MATERIAL TESTING'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''303'''||'''Bases'''||||||<br />
|-<br />
|||Aggregate Inspection Daily Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1900.pdf 1900]</center>||1900 001||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0504.pdf 0504]</center>||0504 YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||Mechanical Analysis Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1901.pdf 1901]</center>||1901 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306'''||'''Concrete'''||||||<br />
|-<br />
|||Concrete Plant Equipment Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580.pdf 0580]</center>||0580 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580A.pdf 0580A]</center>||0580A YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Proportioning Plant Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174.pdf 1174]</center>||1174 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Quality Assurance Plan||||Conc QA Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Concrete Quality Control Plan||||Conc QC Plan YYYY-MM-DD||Permanent<br />
|-style="background: yellow;"<br />
|||Mix Design Review Checklist<br />
||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2000.pdf 2000]</center>||2000 YYYY MM DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0503.pdf 0503]</center>||0503 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||JMF Concrete Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1976.pdf 1976]</center>||1976 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Pavement Core Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0502.pdf 0502]</center>||0502 YYYY-MM-DD GJM Sta 24+65||Permanent<br />
|-<br />
|||Weekly Summary Of Cert. Concrete/Comm. Central-Transit Mix||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1155.pdf 1155]</center>||1155 YYYY-MM-DD CC152||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spread sheets||||(Name of item of work) YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306-1'''||'''Concrete Cylinder Break'''||||||<br />
|-<br />
|||Concrete Cylinder Break||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1999.pdf 1999]</center>||1999 YYYY-MM-DD GJM B01||Permanent<br />
|-<br />
|||Report Of Modulus Of Rupture||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1160.pdf 1160]</center>||1160 YYYY-MM-DD GJM Concrete Pavement 24+65||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''301'''||'''Density'''||||||<br />
|-<br />
||||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0509.pdf 0509]</center>||0509 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Moisture and Density Determination of Soils||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582B.pdf 0582-B]</center>||0582-B YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Record of Density Retests||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582A.pdf 0582-A]</center>||0582-A YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''304'''||'''Drainage'''||||||<br />
|-<br />
|||Field Report For Concrete Pipe||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920.pdf 1920]</center>||1920 YYYY-MM-DD GJM 36 inch||Permanent<br />
|-<br />
|||Field Report For Precast Drainage Items||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920A.pdf 1920A]</center>||1920A YYYY-MM-DD GJM 60 inch Structure||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''305'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||Daily Report of Bituminous Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center>||1903 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||HMA Quality Control Plan||||HMA QC Plan||Permanent<br />
|-<br />
|||HMA Quality Assurance Plan||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0587.pdf 0587]</center>||0587 HMA QA Plan||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1842.pdf 1842]</center>||1842||Permanent<br />
|-<br />
|||Job Mix Formula (JMF) Bituminous Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1911.pdf 1911]</center>||1911 5E3 123145||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907J.pdf 1907J]</center>||1907J YYYY-MM-DD Lot 1 Sublot 2 123145||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-style="background: yellow;"<br />
|||Cold Milling Plan||||Cold Milling QC Plan||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spreadsheet||||(Name of item of work) YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''309'''||'''Material Certifications'''||||||<br />
|-<br />
|||Shipment Of Tested Stock Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1922.pdf 1922]</center>||1922 001||Permanent<br />
|-<br />
|||Material Certifications||<center>Cert</center>||Cert 001||Permanent<br />
|-style="background: yellow;"<br />
|||Transfer Of Tested Materials Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1178.pdf 1178]</center>||1178 001 Material Name||Permanent<br />
|-<br />
|||Test Report||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''300'''||'''Material Source List'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||||||<br />
|-<br />
|||Material Source List||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0501.pdf 0501]</center>||0501 001||Permanent<br />
|-<br />
|'''308'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Report of Test||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''307'''||'''Structure'''||||||<br />
|-<br />
|||LRFD Pile and Driving Equipment Data||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1956.pdf 1956]</center>||1956 YYYY-MM-DD GJM S02||Permanent<br />
|-<br />
|||Magnetic Particle Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538A.pdf 0538-A]</center>||0538A YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Report Of Ultrasonic Examination Of Welds||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538B.pdf 0538-B]</center>||0538B YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Structure Foundation Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0579.pdf 0579]</center>||0579 YYYY-MM-DD GJM S02 Pier 2||Permanent<br />
|-<br />
|||Welding Plan||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0395.pdf 0395]</center>||0395 123145||Permanent<br />
|-<br />
|||Welding Certs||||Welder Smith John *1G SMAW||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''308-1'''||'''Traffic'''||||||<br />
|-<br />
|||Cantilever and Bridge Mount Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0519.pdf 0519]</center>||0519 YYYY-MM-DD GJM Cantiliever Sta 24+65 Rt||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''400'''||<span style="color: red">'''INTERNAL USE ONLY'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''401'''||'''Certified Payrolls'''||||||<br />
|-<br />
|||Certified Payrolls||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=CP-347.pdf CP-347]</center>||CP347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Wage and Hour Division (WHD)||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||WH347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Unapproved||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||||<br />
|-<br />
|||Certified Payroll Review Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1952.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Certified Payroll Status Log||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1954.pdf 1954]</center>||1954 ABC Contracting||<br />
|-<br />
|||Contractor’s Certified Payroll||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1955.pdf 1955]</center>||1955 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Jobsite Poster Inspection Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier1||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T1.pdf 1156-T1]</center>||1156-T1 Contractor Trade YYYY-MM-DD Last Name||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier2||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T2.pdf 1156-T2]</center>||1156-T2 Contractor Trade YYYY-MM-DD Last Name||<br />
|-<br />
|||Apprenticeship & Trainee Reports||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''402'''||'''Consultant Contracts'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''400'''||'''Contractor Performance Evaluations(CPE)'''||||||<br />
|-<br />
|||Contractor Performance Evaluations(CPE)||||CPE Interim ABC Contracting<br />
CPE Final ABC Contracting<br />
|-<br />
|'''403'''||'''Internal Claim Documents'''||||||<br />
|-<br />
|||Contractor Claims||||Claim 001 Lead Paint Removal ABC Contracting||7 Years<br />
|-<br />
|||Blue Book Sheets||||Blue Book Cat 650 XLT ABC Contracting||7 Years<br />
|-<br />
|||||||||<br />
|-<br />
|'''404'''||'''QA Random Numbers'''||||||<br />
|-<br />
|||Concrete||||Conc Rand Number||<br />
|-<br />
|||HMA||||HMA Rand Number||<br />
|-style="background-color: black; height:20px"<br />
|||||||||<br />
|-<br />
|||'''MDOT Oversight (local agency specific)'''||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1963.pdf 1963]</center>||1963 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1964.pdf 1964]</center>||1964 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1965.pdf 1965]</center>||1965||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|}<br />
<br />
{|<br />
|-<br />
| Recommended 2nd Descriptors:|| style="text-align:right"|Positions: || 1F, 2F, 3F, 4F, 1G, 2G, 3G, 4G, etc.<br />
|-<br />
| || style="text-align:right"|Type: || SMAW, SAW, FCAW, GMAW, TIG<br />
|}<br />
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<br />
===[[#Resources|Resources]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
! File Name !! Description <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/e/e2/MDOT_ProjectWise_Explorer_Install.pdf MDOT ProjectWise Explorer Install] || A guide for External Users for Installing ProjectWise Explorer <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo with an iOS device(iPhone, iPad, etc.)<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/1/15/ProjectWise_Unique_SP_search.pdf ProjectWise Unique Search] || Guidance for Using one of the Search Features of ProjectWise<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf ProjectWise Web Quick Reference Card] || A brief outline of features within ProjectWise Web<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad] || Guidance for configuring an iPhone to be used as a mouse for an iPad which is running in a Citrix Environment <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/7/7c/Remoting_via_Citrix_Receiver.pdf Remoting via Citrix Reciever] || Using the Citrix iPad application to remotely access another computer<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction Documents] || Guidance for how to electronically file a variety of documents into ProjectWise<br />
|-<br />
|}<br />
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<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Standard_Naming_Convention_Revised_11-4-2020.xlsx&diff=6077File:Standard Naming Convention Revised 11-4-2020.xlsx2020-11-04T17:20:05Z<p>McGowanR: Minor Syntax and Linking Correction to 10-29-20 file as per Mo Azam</p>
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<div>Minor Syntax and Linking Correction to 10-29-20 file as per Mo Azam</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Standard_Naming_Convention_Revised_11-4-2020.pdf&diff=6076File:Standard Naming Convention Revised 11-4-2020.pdf2020-11-04T17:18:22Z<p>McGowanR: Minor Syntax and Linking Correction to 10-29-20 file as per Mo Azam</p>
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<div>Minor Syntax and Linking Correction to 10-29-20 file as per Mo Azam</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6074E-Construction2020-11-04T16:58:10Z<p>McGowanR: /* e-Construction/Paper File System */ Minor Syntax and Linking Correction</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
<div style="float: left; padding-left: 1px;">{{TOC | width size = 120px }}</div><br />
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<div style="float: right; padding-right: 1px;">{{#ev:youtube|JbwlvmOTUrI|350|right|MDOT's e-Construction Process}}</div><br />
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===[[#General Information|General Information]]===<br />
E-Construction refers to the initiative of MDOT to integrate various digital technologies into its business/construction operations so that cost savings, efficiency gains, and other benefits are realized. MDOT has integrated many technological solutions such as electronic bidding, electronic construction files, digital signatures, electronic filing systems, in-field utilization of mobile devices, etc. and many other exciting technologies are being considered by MDOT to integrate into its operations. <br />
<br />
As of now, this Wiki article extensively discusses ProjectWise. In the future, this wiki article may cover additional topics relevant to e-Construction. <br />
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<div style="float: left; padding-right: 1px;">{{#ev:youtube|ScB1b3fqjQo|350|left|MDOT's e-Construction Process on I-96}}</div><br />
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===[[#ProjectWise|ProjectWise]]===<br />
Bentley Systems developed ProjectWise software to allow users to access, share, and manage electronic files located on a centralized server. Some of the features of the software include tracking document workflows, versioning of documents, checking out documents, etc. Many organizations such as the majority of DOTs and top construction design firms utilize ProjectWise for the management of files relevant to the construction process. <br />
The information within this article is intended to help a first-time user. For additional information about ProjectWise, you can visit Bentley’s [http://www.bentley.com/en-US/Products/projectwise+project+team+collaboration/ webpage], ProjectWise community forum [http://communities.bentley.com/products/projectwise/default.aspx webpage], MDOT's ProjectWise resource [http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037-321341--,00.html webpage], or other links provided within this wiki article.<br />
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====[[#Getting Started with ProjectWise|Getting Started with ProjectWise]]====<br />
Before one can use ProjectWise, one must have an account that is associated with an organization’s Datasource. <br />
If you are a MDOT employee, you can contact MDOT-ProjectWise@michigan.gov.<br />
If you are a Contractor, you can contact MDOT-ProjectWiseConst@michigan.gov.<br />
If you are a sub-contractor, you can contact your project manager.<br />
Once approved, the administrator will contact you with your credentials that you can use to access the Datasource.<br />
<br />
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<br />
====[[#Accessing MDOT's DataSource|Accessing MDOT's DataSource]]====<br />
Users can access MDOT's DataSource by means of mobile device, web browser, or computer program which allows the possibility of the user accessing information where and whenever he wants, be it in field, in office, or out-of-office.<br />
<br />
For MDOT employees who are using a company computer, the ProjectWise Explorer program is preinstalled onto the computer and the program is preconfigured to connect to MDOT’s Datasource. You only need to open the Datasource and enter your credentials.<br />
<br />
For non-MDOT employees using a computer, you can download the ProjectWise Explorer program from https://mdotjboss.state.mi.us/SpecProv/projectwisesupport.htm. Use the drop down menu on the page and select External Installation to locate and download ProjectWise Explorer. Once downloaded, you have to configure the program to connect to MDOT’s Datasource. To do this, open ProjectWise Explorer, navigate the cursor to the Tools menu, move the cursor down and click on the “ProjectWise Network Configuration Settings” item. The “ProjectWise Network Configuration Settings” window will pop up, showing information within the “General” tab. Navigate the cursor to the “DNS Services” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Navigate the cursor to “Datasource Listing” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Restart the program. Open the Datasource and enter your credentials.<br />
<br />
If you are using the web browser, type https://mdotpwisess4.state.mi.us/ into the URL bar. Note that MDOT only supports Internet Explorer. Select MDOT’s Datasource and enter your credentials. This [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf PDF] is a quick reference guide for the use of the ProjectWise Web Server.<br />
<br />
If you are using an iPad, download the ProjectWise Mobile Explorer application from the iTunes store. Open the application. Select “Connect to your projects”. A “ProjectWise web services” form should appear; type into the form “136.181.146.49”. If correctly working “MDOTProjectWise” should appear; select that. You will then be prompted to login. If your login is associated with a State of Michigan account you must enter “SOM” in the Domain field. Other users will leave this field blank. After you have entered your username and password, select the next button to login. In the upper left corner, select the “Datasources” button. A menu should appear; select “MDOTProjectWise”. You should be able to navigate MDOT’s Datasource.<br />
<br />
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<br />
====[[#Navigating MDOT’s DataSource|Navigating MDOT’s DataSource]]====<br />
MDOT’s Datasource is essentially a hyperlink to a file directory that is located on MDOT’s servers. The file directory is organized by Region then by TSC and then by Job Number. Within the Job Number folder, there are construction documents relevant to the Job Number. You can navigate the file directory by clicking the + button or double-clicking the folder. <br />
<br />
When you are about to select a file from the file directory, there will usually be two icons which signify the type of document and the functions that you can perform on the document. There are many file formats that are supported by ProjectWise such as .doc, .dgn, .pdf, etc. There are many functions that a user can perform on a file. A pencil icon indicates that the file can be checked out and modified. An open book icon indicates that the file is read-only. A red check mark icon indicates that you have checked out the file. A lock icon indicates that a file has been either checked out or exported and that it is read-only. A blue tag icon indicates that the file is in its Final Status and that no further modifications can be made. <br />
<br />
Select a file and right click. A menu should appear with a list of functions that a user can perform. As you may notice, similar functions are grouped together. Some of these functions are grayed out which indicates that at that moment the function cannot be performed. <br />
Some of the more commonly used functions are New > Document, Open as Read-Only, Check Out, Check In, Export, etc. More information about functions is available on page 2 and 3 of this [http://www.michigan.gov/documents/mdot/MDOT_ProjectWise_Web_Quick_Reference_Card_446728_7.pdf PDF].<br />
<br />
The functions that a user can perform are limited to the number of permissions that are granted by the administrator. What your role is for a construction project will determine which files you are allowed to access and what functions you are allowed to perform.<br />
<br />
For more information on the layout of ProjectWise Explorer, you can view FHWA's ProjectWise resource [http://www.wfl.fhwa.dot.gov/resources/cadd/projectwise/section01.htm webpage].<br />
<br />
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<br />
===[[#General Procedures for Construction Records Retention|General Procedures for Construction Records Retention]]===<br />
<br />
The Federal Highway Administration (FHWA) requires that project construction records for federally funded projects be retained for a minimum of three years past the FHWA final accounting date. The FHWA final accounting date (for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the FHWA requirement, there are record retention requirements issued by the DTMB Record Center and MDOT’s Records Management Office. This procedure takes into account the requirements of the FHWA, as well as DTMB Record Center. <br />
<br />
The managing office engineer (delivery/project/resident/county/city/consultant) is responsible for all project records required at the project site. Each TSC/project office will name a Construction Records Coordinator (CRC) and provide the name of this person to the Construction Field Services Support Area’s Records Management Coordinator (RMC). <br />
<br />
Project records for construction on state trunkline projects will be retained at the region, TSC, or project office until the FOD final accounting date. This applies to both federally and state funded projects. The FOD date is available through the MDOT Phase Initiator (PI) application. <br />
<br />
The construction records for projects with consultant engineering management will be delivered to the managing TSC when the final estimate voucher is received. The managing TSC will retain the records in accordance with these procedures. <br />
<br />
If any litigation, claim, negotiation, audit or other action involving the records has been started before the FOD final accounting date, the records must be retained at the project office until completion of the action and resolution of all issues. Should the CRC be notified that such action has commenced after the records have been transferred to the DTMB Record Center, the CRC will notify the RMC. At the end of the retention period, the DTMB Record Center will send the record disposal notice to the Record Management Officer (RMO). The RMO will contact the CRC prior to any record disposal by DTMB Record Center. <br />
<br />
Retain the records for projects with warranty work at the TSC/project office until the end of the warranty period, unless the warranty period ends before the FOD final accounting date. If the warranty period ends before the FOD final accounting date, then retain the records at the TSC/project office until the FOD final accounting date. <br />
<br />
[//{{SERVERNAME}}/images_construction/3/31/Content_Manager_for_Records_Center_Training_Manual.pdf Content Manager for Records Center Training Manual]<br />
<br />
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<br />
====[[#LAP Project Considerations | LAP Project Considerations ]]====<br />
<br />
Local agencies are responsible for maintaining official records for their LAP projects. MDOT will maintain project records within ProjectWise or archived file system according to the department’s retention schedule. Local Agencies are to keep a copy of the PW file for their official project records. <br />
<br />
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<br />
===[[#Standard Naming Convention for Documents|Standard Naming Convention for Documents]]===<br />
Effective with the December 1, 2017 letting and at the discretion of the engineer retroactively beginning with the October 6, 2017 letting forward, the Michigan Department of Transportation (MDOT) will utilize the following standard naming convention for naming and organizing electronic documentation created during the administration of state and federally funded construction contracts. Each file name contains sequential elements beginning with a required 1st descriptor. The order of the elements is to be maintained and not rearranged; however, elements following the 1st descriptor are situational and may not be necessary for inclusion into a file name based on the minimum element component naming examples provided in [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as follows:<br />
<br />
'''Elements: | 1st Descriptor | SN | Date | Initials | Revision | Contractor/2nd Descriptor | JN'''<br />
<br />
'''Format: | FFFF or Variable | XXX | YYYY-MM-DD | XXXX | RX | Variable | XXXXXX'''<br />
<br />
'''1st Descriptor (FFFF or Variable):''' Expressed as a form number (FFFF), document description (e.g. Pay Estimate), common document acronym, or form name.<br />
*Common document acronyms suggested when form numbers do not apply:<br />
**Use “Cert” for materials<br />
**Use “CP” for certified payrolls<br />
**Use “SD” for shop drawings<br />
**Use “IDR” for inspector’s daily report<br />
<br />
'''SN (XXX):''' A three-digit '''sequence number''' (i.e. 001, 002, etc.) generated (i.e. auto-designated from FieldManager or assigned by the engineer) based on either the order of documentation receipt or incorporation of cross-referenced documentation into FieldManager used for contract modifications, pay estimates, material certifications, material source lists, etc.<br />
<br />
At the discretion of the engineer based on the complexity of the project an inspector’s daily report (IDR) sequence number may be utilized. If a sequence number is used for anything other than an IDR then the element location for SN applies as shown.<br />
<br />
All material approvals in FieldManager require cross-referencing. When approving materials in FieldManager, the file number along with sequence number (e.g. 309-Cert 006, 309-Test 001, or 303-1901 001) must be documented within the Lot Number field and cross-referenced in ProjectWise.<br />
<br />
[[File:Naming image 1.jpg]]<br />
<br />
<br />
'''Date (YYYY-MM-DD):''' date of occurrence of the work event or activity expressed as YYYY=Year; MM=Month; DD=Day. Use a dash character (-) within the date as a separator.<br />
<br />
'''Initials (XXXX):''' Initials of the inspector up to four characters in length based on the initials assigned within FieldManager. Initials are used to delineate reports generated by different inspectors (i.e. IDRs and Form 1126 NPDES reports).<br />
<br />
'''Revision (RX):''' A one-digit revision number beginning with an R (i.e. R1) generated based on the sequence of updates. The revised document should be named the same as the original source document except for the revision number placed at the end of the name (e.g. IDR 2017-07-20 GJM R1). A revision number is necessary for documents which have been changed after initial submittal into Field Manager or ProjectWise such as IDRs, work orders, or contract modifications and as a further exception may also be followed by a sequence number associated from FieldManager (i.e. R1 S1).<br />
<br />
'''Contractor/2nd Descriptor (Variable):''' An element that provides for additional information such as the contractor or producers name, structure number, material type, location, and/or another distinctive qualifier of the file name. Structures should be identified as shown in project plans (i.e. B01, S01-1, S01-2, X04, or R01).<br />
<br />
'''JN (XXXXXX):''' The job number of the project expressed in either five or six digits without an A, B, or C phase character at the end.<br />
<br />
<br />
<u>'''File Naming Characters'''</u><br />
<br />
Except as otherwise noted (date and structure number), use spaces to separate fields not underscores, dashes, commas, periods, or any other characters.<br />
<br />
<br />
<br />
<u>'''Standard Documentation Folder Structure'''</u><br />
<br />
The current alphanumeric folder structure will be retained as the default construction folder view for all projects in ProjectWise. ProjectWise allows for a user preference selection to view construction folders in file number format. Contact [mailto:MDOT-ProjectwiseConst@michigan.gov MDOT-ProjectwiseConst@michigan.gov] to request the file number view in ProjectWise. <br />
<br />
{|<br />
|-<br />
| Alphanumeric Default View Example: || [[File:Alphanumeric Default Example.jpg|border]]<br />
|-<br />
| File Number View Example: || [[File:File Number Example.jpg|border]]<br />
|}<br />
{{top}}<br />
<br />
====[[#e-Construction/Paper File System|e-Construction/Paper File System]]====<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx Alpha and Numeric Spreadsheet].<br />
<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf Alpha and Numeric PDF].<br />
<br />
<span style="background:yellow">Recent changes to the table as off '''10-29-20''' are highlighted in yellow below</span><br />
<br />
{| class="wikitable"<br />
| align="center" style="background:#f0f0f0;"|'''File #'''<br />
| align="center" style="background:#f0f0f0;"|'''Description'''<br />
| align="center" style="background:#f0f0f0;"|'''MDOT Form #'''<br />
|align="center" style="background:#f0f0f0;"|'''Minimum Element Component Naming Examples'''<br />
| align="center" style="background:#f0f0f0;"|'''Retention:'''<br />
'''4 years unless otherwise noted'''<br />
|-<br />
| <span style="color: red">'''100'''||<span style="color: red">'''ADMINISTRATION'''</span>||||||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''100'''|| '''Award Letter'''||||Award YYYY-MM-DD||<br />
|-<br />
| || ||||||<br />
|-<br />
| '''101'''||'''Contract Form''' ||||||<br />
|-<br />
| ||Progress Schedule||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1130.pdf 1130]</center>||1130 YYYY-MM-DD||<br />
|-<br />
| ||Weekly Statement of Work Days Charged||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1116.pdf 1116]</center>||1116 001||<br />
|-<br />
| ||Workzone Enforcement Contracts||||||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (MSP)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/1449.pdf 1449]</center>||1449 YYYY-MM-DD Job Number||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (Local)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/0565.pdf 0565]</center>||0565 YYYY-MM-DD Job Number||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''104'''||'''Contract Modifications'''||||||<br />
|-<br />
|||Value Engineering Change Proposal||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1962.pdf 1962]</center>||1962 YYYY-MM-DD Structural Steel ABC Contracting||<br />
|-<br />
|||Contract Modification||||CM 001||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''FHWA 1365 Pre-Approvals'''||||||<br />
|-<br />
|||FHWA 1365 Pre-Approvals||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf 1365]</center>||1365 YYYY-MM-DD Structural Steel||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Extension of Time'''||||||<br />
|-<br />
|||Extension of Time||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1100A.pdf 1100A]</center>||1100A 001||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Supporting Documents'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
| '''105'''||'''Contractor Claims and Force Account'''||||||<br />
|-<br />
|||Force Account Statement||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101.pdf 1101]</center>||1101 YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||Force Account Daily Field Record||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101A.pdf 1101A]</center>||1101A YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Force Account Work Plan||||FA Work Plan||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Damage Claim Notices'''||||||<br />
|-<br />
|||Damage Claims Notices||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1119D.pdf 1119D]</center>||1119D 001 Smith John||<br />
|-<br />
|||||||||<br />
|-<br />
|'''108'''||'''Correspondence'''||||||<br />
|-<br />
|||Email||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||General Correspondence||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||||||||<br />
|-<br />
| '''106'''||'''Estimates and Closeout Package'''||||||<br />
|-<br />
| || Construction Pay Estimate Report(Bi-Weekly Pay Estimates)||||Pay Estimate 001||<br />
|-<br />
| || Construction Pay Estimate Report(Final Pay Estimate)||||Pay Estimate 001 Final||<br />
|-<br />
| || Stockpile Data||||Stock Pile YYYY-MM-DD Steel||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Closeout Documents'''||||||<br />
|-<br />
| ||Final Acceptance/Certification Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1120.pdf 1120]</center>||1120||<br />
|-<br />
| ||Final Estimate Package Memo||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1105.pdf 1105]</center>||1105||<br />
|-<br />
| ||Final Project Review Summary||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
| ||Post Certification of Subcontract compliance (Copy)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1386.pdf 1386]</center>||1386||<br />
|-<br />
|||Final 2124A||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf 2124A]</center>||2124A ABC Contracting||<br />
|-<br />
|||Final project voucher summary(Signed from CSD)||||Final project voucher summary||<br />
|-style="background: yellow;"<br />
|||Office Technician Certificate||||Cert OT Last Name Expiration Date||<br />
|-<br />
|||Work Completion letter from contractor||||Completion Letter YYYY-MM-DD||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Engineer Certification'''||||||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Contract/Related Documents Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Construction Item/IDR Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-HMA Items Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Material Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1972.pdf 1972]</center>||1972||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Concrete Items Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||||||<br />
|-<br />
|'''109'''||'''Preconstruction and Progress Meetings'''||||||<br />
|-<br />
|||Damage Claim Program||||Damage Claim Program||<br />
|-<br />
|||Safety Program||||Safety Program||<br />
|-style="background: yellow;"<br />
|||Contractor Lightning Plan||||Lightning QC Plan||<br />
|-<br />
|||Subcontractor's List||||Subcontractor's List||<br />
|-<br />
|||Emergency Contact List||||Emergency Contact List||<br />
|-<br />
|||Meeting Minutes||||Meeting Minutes YYYY-MM-DD||<br />
|-<br />
|||WorkZone Access Plan||||WorkZone Access Plan||<br />
|-<br />
|||||||||<br />
|-<br />
| '''102'''||'''Sub-Contracts''' ||||||<br />
|-<br />
|||Subcontract - FED||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-FED.pdf 1302-FED]</center>||1302-FED ABC Contracting||<br />
|-<br />
|||Subcontract - State||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-State.pdf 1302-State]</center>||1302-State ABC Contracting||<br />
|-<br />
|||Commercially Useful Function (CUF) Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109]</center>||4109 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||DBE Participation (blue sheets)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf 0178]</center>||0178||<br />
|-<br />
|||DBE Trucker Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1992.pdf 1992]</center>||1992||<br />
|-<br />
|||||||||<br />
|-<br />
|'''110'''||'''Utilities, Permits and Real Estate'''||||||<br />
|-<br />
|||Property Agreements and release||||Property Agreements & Release Smith John||<br />
|-<br />
|||Construction Permit||||Construction Permit||<br />
|-<br />
|||Miss Dig Document request||||Miss Dig YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''107'''||'''Warranty Documentation'''||||||<br />
|-<br />
|||Warranty Correspondence||||Corr YYYY-MM-DD GJM Warranty||<br />
|-<br />
|||Bridge||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1802.pdf 1802]</center>||1802 YYYY-MM-DD||<br />
|-<br />
|||HMA||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1134.pdf 1134]</center>||1134 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Pavement Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029]</center>||1029 Route Contractor Date Accepted||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Bridge Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029A.pdf 1029A]</center>||1029A Route Contractor Date Accepted||<br />
|-<br />
|||Concrete||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1115.pdf 1115],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1831.pdf 1831],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1884.pdf 1884],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1885.pdf 1885],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1881.pdf 1881]</center>||[Form Number] YYYY-MM-DD||<br />
|-<br />
|||CPM||<center>[https://mdotjboss.state.mi.us/webforms/SearchForms.htm?title=CPM&area=All+Area+Forms&Submit=Search&formNumber= Series],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1193.pdf 1193],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1184.pdf 1184],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1046.pdf 1046],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1047.pdf 1047],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1893.pdf 1893],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1894.pdf 1894], [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1946.pdf 1946]</center>||[Form Number] YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''103'''||'''Work Orders'''||||||<br />
|-<br />
|||Notice of Non-Compliance with Contract||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1165.pdf 1165]</center>||1165 YYYY-MM-DD||<br />
|-<br />
|||Work Orders||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1137.pdf 1137]</center>||1137 001 Drainage Changes||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''200'''</span>||<span style="color: red">'''FIELD RECORDS'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''203'''||'''Bases'''||||||<br />
|-<br />
|||Subbase||||Subbase YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregates||||Agg Base YYYY-MM-DD GJM||<br />
|-<br />
|||Rubbilizing Portland Cement Concrete Pavement||||Rubblilize pavt YYYY-MM-DD GJM||<br />
|-<br />
|||Geotextile for Base||||Geotextile YYYY-MM-DD GJM||<br />
|-<br />
|||HMA Base Crushing and Shaping||||Crush & Shape YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregate Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Subbase calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Agg Base||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Agg Base Sta 24+65 to 65+24||<br />
|-<br />
|||Aggregate Scale Check||||Scale check Producer Name YYYY-MM-DD||<br />
|-<br />
||||||||||<br />
|-<br />
|'''206'''||'''Concrete'''||||||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Roadway||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf 1174R]</center>||1174R YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Structure||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174S.pdf 1174S]</center>||1174S YYYY-MM-DD GJM||<br />
|-<br />
|||Coring Request||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0500.pdf 0500]</center>||500 YYYY-MM-DD Sta 24+65 123145||<br />
|-<br />
|||Contractor's QC Test Reports (Air, slump, temp)||||Conc QC YYYY-MM-DD ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Load Transfer Assembly Inspection Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0553.pdf 0553]</center>||0553 Supplier GJM||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Concrete Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Misc Concrete||<br />
|-<br />
|||||||||<br />
|-<br />
|'''209'''||'''Delivery Tickets(Miscellaneous)'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''204'''||'''Drainage'''||||||<br />
|-<br />
|||Pumpstations||||Pumpstation YYYY-MM-DD GJM||<br />
|-<br />
|||Drainage Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
||||Sewers||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Sewers||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0555.pdf 0555]</center>||0555 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Culverts||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0563.pdf 0563]</center>||0563 YYYY-MM-DD||<br />
|-<br />
|||Underdrains||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Culverts||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202'''||'''Earthwork'''||||||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Clay Grade||<br />
|-<br />
|||Record Of Soils Recommendations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 0583]</center>||0583 YYYY-MM-DD NB Sta 24+65 to 65+24||<br />
|-<br />
|||Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Volume Sheets||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1198.pdf 1198]</center>||1198 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Earth Work Data Sheet||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1124.pdf 1124]</center>||1124 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||||||||<br />
|-<br />
|'''205'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||HMA Crack Treatment||||HMA Crack Treatment YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Surface Seal||||Surface Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Micro-surfacing||||Micro Surfacing YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Chip Seals||||Chip Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Slurry Seal||||Slurry Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||HMA Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM HMA pavement||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Longitudinal Joint Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5621.pdf 5621]</center>||5621 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||HMA Sample Identification||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5622.pdf 5622]</center>||5622 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Core Sample Identification Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5623.pdf 5623]</center>||5623 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Mainline Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5624.pdf 5624]</center>||5624 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||STA HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5625.pdf 5625]</center>||5625 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||PWL HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5626.pdf 5626]</center>||5626 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200'''||'''Inspector's Daily Reports'''||||||<br />
|-<br />
|||IDR||||IDR YYYY-MM-DD GJM||<br />
|-<br />
|||IDR with Rev and Seq||||IDR YYYY-MM-DD GJM R1 S1||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM ADA Ramp SW Johnson Rd||<br />
|-<br />
|||Fencing||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||General Comps.||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Asbestos Report||||Asbestos Report||<br />
|-style="background: yellow;"<br />
|||Field Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0566.pdf 0566]</center>||0566 Material GJM||<br />
|-style="background: yellow;"<br />
|||Area/Volume Survey Data||||YYYY-MM-DD GJM Name of Item Of Work||<br />
|-<br />
|||Guardrail||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Slope Restoration||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector's Daily Record of Contact Removal Items||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122A.pdf 1122A]</center>||1122A YYYY-MM-DD GJM||<br />
|-<br />
|||Sketches and Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Permanent Traffic Signs||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Electrical Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202-1'''||'''NPDES and SESC Reports'''||||||<br />
|-<br />
|||NPDES||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1126.pdf 1126]</center>||1126 001 YYYY-MM-DD GJM||<br />
|-<br />
|||Environmental Permits||||Permit||<br />
|-<br />
|||Notice of Termination(NOT)||||NOT||<br />
|-<br />
|||Notice of Completion(NOC)||||NOC||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200-1'''||'''Photographs & Videos'''||||||<br />
|-<br />
|||Photo||||Photo YYYY-MM-DD GJM Station 24+65 Broken Casting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-1'''||'''Request For Information(RFI)'''||||RFI YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201'''||'''Shop Drawing and submittals'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Approved||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Original Comments'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Rejected'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Rejected||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Review in Progress'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Pending||<br />
|-<br />
|||||||||<br />
|-<br />
|'''207'''||'''Structure'''||||||<br />
|-<br />
|||Bridge Decks Concrete Depth Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1131.pdf 1131]</center>||1131 YYYY-MM-DD GJM B01 Wet||<br />
|-<br />
|||Bridge Reinforcing Computations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1138.pdf 1138]</center>||1138 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Foundation Piling Record (LRFD)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1161L.pdf 1161(L)]</center>||1161 YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Pile Driving Table||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157A.pdf 1157A]</center>||1157A YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Structure - Clearance Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1190.pdf 1190]</center>||1190 YYYY-MM-DD GJM US131 S02||<br />
|-<br />
|||Structure Painting forms||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1941.pdf 1941]</center>||1941 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157.pdf 1157]</center>||1157 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Records, LRFD||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157L.pdf 1157L]</center>||1157L YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Inspection Records for Highway Signs||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Excavation/concrete placement for bridges||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1448.pdf 1448]</center>||1448 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Micropile Installation Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1989.pdf 1989]</center>||1989 YYYY-MM-DD GJM B01 Abut A Pile 24||<br />
|-<br />
|||Cofferdam Installation, Piling Placement, and Tremie Pour Inspector's Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1990.pdf 1990]</center>||1990 YYYY-MM-DD GJM B01 Abut A||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM B01 Superstructure||<br />
|-<br />
|||Sheet Piling and Cofferdams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Precast Concrete Beams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Mechanically Stablized earth retaining wall system checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1447.pdf 1447]</center>||1447 YYYY-MM-DD||<br />
|-<br />
|||Hydrodemolition Documents||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waterproofing||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waste Profile Forms||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Bridge Deck Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2082.pdf 2082]</center>||2082 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Deck overlay Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2083.pdf 2083]</center>||2083 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Painting Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2081.pdf 2081]</center>||2081 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Sketches and Calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-2'''||'''Survey'''||||||<br />
|-<br />
|||Contractor Staking Quality Control Plan||||CSQCP YYYY-MM-DD||<br />
|-<br />
|||Staking Request||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5300.pdf 5300]</center>||5300 YYYY-MM-DD||<br />
|-<br />
|||As-constructed Earth Work Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Cross-Sections||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208-1'''||'''Traffic'''||||||<br />
|-<br />
|||Inspector's Checklist For Inspection for Solar Boards||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1013S.pdf 1013S]</center>||1013S YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||MDOT Lane Closure Notification/Request Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0561.pdf 0561]</center>||0561 Route - Request # GJM||<br />
|-<br />
|||Mobility Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1998.pdf 1998]</center>||1998 YYYY-MM-DD GJM||<br />
|-<br />
|||Pavement Marking Material Verification Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1585.pdf 1585]</center>||1585 YYYY-MM-DD GJM||<br />
|-<br />
|||Drilled Shaft Inspection Record for Highway signs, Luminaires, TS||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Traffic Control Report Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1996.pdf 1996]</center>||1996 YYYY-MM-DD GJM||<br />
|-<br />
|||Traffic Advisories||<CENTER>Document</center>||(Name of advisory) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''300'''||<span style="color: red">'''MATERIAL TESTING'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''303'''||'''Bases'''||||||<br />
|-<br />
|||Aggregate Inspection Daily Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1900.pdf 1900]</center>||1900 001||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0504.pdf 0504]</center>||0504 YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||Mechanical Analysis Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1901.pdf 1901]</center>||1901 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306'''||'''Concrete'''||||||<br />
|-<br />
|||Concrete Plant Equipment Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580.pdf 0580]</center>||0580 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580A.pdf 0580A]</center>||0580A YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Proportioning Plant Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174.pdf 1174]</center>||1174 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Quality Assurance Plan||||Conc QA Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Concrete Quality Control Plan||||Conc QC Plan YYYY-MM-DD||Permanent<br />
|-style="background: yellow;"<br />
|||Mix Design Review Checklist<br />
||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2000.pdf 2000]</center>||2000 YYYY MM DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0503.pdf 0503]</center>||0503 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||JMF Concrete Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1976.pdf 1976]</center>||1976 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Pavement Core Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0502.pdf 0502]</center>||0502 YYYY-MM-DD GJM Sta 24+65||Permanent<br />
|-<br />
|||Weekly Summary Of Cert. Concrete/Comm. Central-Transit Mix||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1155.pdf 1155]</center>||1155 YYYY-MM-DD CC152||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spread sheets||||(Name of item of work) YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306-1'''||'''Concrete Cylinder Break'''||||||<br />
|-<br />
|||Concrete Cylinder Break||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1999.pdf 1999]</center>||1999 YYYY-MM-DD GJM B01||Permanent<br />
|-<br />
|||Report Of Modulus Of Rupture||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1160.pdf 1160]</center>||1160 YYYY-MM-DD GJM Concrete Pavement 24+65||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''301'''||'''Density'''||||||<br />
|-<br />
||||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0509.pdf 0509]</center>||0509 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Moisture and Density Determination of Soils||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582B.pdf 0582-B]</center>||0582-B YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Record of Density Retests||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582A.pdf 0582-A]</center>||0582-A YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''304'''||'''Drainage'''||||||<br />
|-<br />
|||Field Report For Concrete Pipe||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920.pdf 1920]</center>||1920 YYYY-MM-DD GJM 36 inch||Permanent<br />
|-<br />
|||Field Report For Precast Drainage Items||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920A.pdf 1920A]</center>||1920A YYYY-MM-DD GJM 60 inch Structure||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''305'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||Daily Report of Bituminous Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center>||1903 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||HMA Quality Control Plan||||HMA QC Plan||Permanent<br />
|-<br />
|||HMA Quality Assurance Plan||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0587.pdf 0587]</center>||0587 HMA QA Plan||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1842.pdf 1842]</center>||1842||Permanent<br />
|-<br />
|||Job Mix Formula (JMF) Bituminous Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1911.pdf 1911]</center>||1911 5E3 123145||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907J.pdf 1907J]</center>||1907J YYYY-MM-DD Lot 1 Sublot 2 123145||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-style="background: yellow;"<br />
|||Cold Milling Plan||||Cold Milling QC Plan||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spreadsheet||||(Name of item of work) YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''309'''||'''Material Certifications'''||||||<br />
|-<br />
|||Shipment Of Tested Stock Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1922.pdf 1922]</center>||1922 001||Permanent<br />
|-<br />
|||Material Certifications||<center>Cert</center>||Cert 001||Permanent<br />
|-style="background: yellow;"<br />
|||Transfer Of Tested Materials Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1178.pdf 1178]</center>||1178 001 Material Name||Permanent<br />
|-<br />
|||Test Report||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''300'''||'''Material Source List'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||||||<br />
|-<br />
|||Material Source List||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0501.pdf 0501]</center>||0501 001||Permanent<br />
|-<br />
|'''308'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Report of Test||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''307'''||'''Structure'''||||||<br />
|-<br />
|||LRFD Pile and Driving Equipment Data||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1956.pdf 1956]</center>||1956 YYYY-MM-DD GJM S02||Permanent<br />
|-<br />
|||Magnetic Particle Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538A.pdf 0538-A]</center>||0538A YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Report Of Ultrasonic Examination Of Welds||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538B.pdf 0538-B]</center>||0538B YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Structure Foundation Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0579.pdf 0579]</center>||0579 YYYY-MM-DD GJM S02 Pier 2||Permanent<br />
|-<br />
|||Welding Plan||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0395.pdf 0395]</center>||0395 123145||Permanent<br />
|-<br />
|||Welding Certs||||Welder Smith John *1G SMAW||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''308-1'''||'''Traffic'''||||||<br />
|-<br />
|||Cantilever and Bridge Mount Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0519.pdf 0519]</center>||0519 YYYY-MM-DD GJM Cantiliever Sta 24+65 Rt||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''400'''||<span style="color: red">'''INTERNAL USE ONLY'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''401'''||'''Certified Payrolls'''||||||<br />
|-<br />
|||Certified Payrolls||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=CP-347.pdf CP-347]</center>||CP347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Wage and Hour Division (WHD)||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||WH347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Unapproved||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||||<br />
|-<br />
|||Certified Payroll Review Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1952.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Certified Payroll Status Log||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1954.pdf 1954]</center>||1954 ABC Contracting||<br />
|-<br />
|||Contractor’s Certified Payroll||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1955.pdf 1955]</center>||1955 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Jobsite Poster Inspection Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier1||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T1.pdf 1156-T1]</center>||1156-T1 Contractor Trade YYYY-MM-DD Last Name||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier2||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T2.pdf 1156-T2]</center>||1156-T2 Contractor Trade YYYY-MM-DD Last Name||<br />
|-<br />
|||Apprenticeship & Trainee Reports||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''402'''||'''Consultant Contracts'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''400'''||'''Contractor Performance Evaluations(CPE)'''||||||<br />
|-<br />
|||Contractor Performance Evaluations(CPE)||||CPE Interim ABC Contracting<br />
CPE Final ABC Contracting<br />
|-<br />
|'''403'''||'''Internal Claim Documents'''||||||<br />
|-<br />
|||Contractor Claims||||Claim 001 Lead Paint Removal ABC Contracting||7 Years<br />
|-<br />
|||Blue Book Sheets||||Blue Book Cat 650 XLT ABC Contracting||7 Years<br />
|-<br />
|||||||||<br />
|-<br />
|'''404'''||'''QA Random Numbers'''||||||<br />
|-<br />
|||Concrete||||Conc Rand Number||<br />
|-<br />
|||HMA||||HMA Rand Number||<br />
|-style="background-color: black; height:20px"<br />
|||||||||<br />
|-<br />
|||'''MDOT Oversight (local agency specific)'''||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1963.pdf 1963]</center>||1963 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1964.pdf 1964]</center>||1964 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1965.pdf 1965]</center>||1965||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|}<br />
<br />
{|<br />
|-<br />
| Recommended 2nd Descriptors:|| style="text-align:right"|Positions: || 1F, 2F, 3F, 4F, 1G, 2G, 3G, 4G, etc.<br />
|-<br />
| || style="text-align:right"|Type: || SMAW, SAW, FCAW, GMAW, TIG<br />
|}<br />
<br />
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{{top}}<br />
<br />
===[[#Resources|Resources]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
! File Name !! Description <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/e/e2/MDOT_ProjectWise_Explorer_Install.pdf MDOT ProjectWise Explorer Install] || A guide for External Users for Installing ProjectWise Explorer <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo with an iOS device(iPhone, iPad, etc.)<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/1/15/ProjectWise_Unique_SP_search.pdf ProjectWise Unique Search] || Guidance for Using one of the Search Features of ProjectWise<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf ProjectWise Web Quick Reference Card] || A brief outline of features within ProjectWise Web<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad] || Guidance for configuring an iPhone to be used as a mouse for an iPad which is running in a Citrix Environment <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/7/7c/Remoting_via_Citrix_Receiver.pdf Remoting via Citrix Reciever] || Using the Citrix iPad application to remotely access another computer<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction Documents] || Guidance for how to electronically file a variety of documents into ProjectWise<br />
|-<br />
|}<br />
<br />
<br />
{{top}}<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6065Main Page2020-10-29T17:59:03Z<p>McGowanR: /* Recent Minor Changes */ Updated Naming Convention Table to reflect recent changes. Also included updated PDF and XLSX files</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/19/2020</center>||<center>1 Supplimental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges|Construction Field Services Indirect Testing Charges]]</center>||Updated Construction Field Services Indirect Testing codes||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=6059&oldid=5659 Compare Here]<br />
|-<br />
|<center>9/28/2020</center>||<center>7</center>||<center>[[700_-_Closure_of_Unsafe_Structures|700]]</center>||Created new section 700-Closure of Unsafe Structures under Division 7.||[http://mdotwiki.state.mi.us/construction/index.php/700_-_Closure_of_Unsafe_Structures View Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#top|FieldManager]]</center>||Added new item Bi-Annual FieldManager User Account Verification Process||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#Bi-Annual_FieldManager_User_Account_Verification_Process View Here]<br />
|-<br />
|<center>9/21/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#General_Procedures_for_Construction_Records_Retention|E-Construction General Procedures for Construction Records Retention]]</center>||Updated Records Retention content and Training Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6038&oldid=5982 Compare Here]<br />
|-<br />
|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
|-<br />
|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
|-<br />
|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
|-<br />
|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
|-<br />
|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/29/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf PDF] and [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx XLSX] files (Rev 10-29-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063&oldid=6058 Compare It]<br />
|-<br />
|<center>9/24/2020</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Uniform_Price_Adjustment.2C_Regular_Dry_Paint_and_Low_Temperature_Waterborne_Paint|811]]</center>||Updated Permanent Pavement Markings payment table to include 2020 prices||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=6047&oldid=5647 Compare Here]<br />
|-<br />
|<center>9/24/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause|102.02]]</center>||Added Guardrail-Steel to the Long-Lead item table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=6045&oldid=5947 Compare Here]<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|}<br />
</div><br />
<br />
{{top}}<br />
<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
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This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6064E-Construction2020-10-29T17:52:24Z<p>McGowanR: /* e-Construction/Paper File System */ removed parenthesis</p>
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<div style="float: right; padding-right: 1px;">{{#ev:youtube|JbwlvmOTUrI|350|right|MDOT's e-Construction Process}}</div><br />
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===[[#General Information|General Information]]===<br />
E-Construction refers to the initiative of MDOT to integrate various digital technologies into its business/construction operations so that cost savings, efficiency gains, and other benefits are realized. MDOT has integrated many technological solutions such as electronic bidding, electronic construction files, digital signatures, electronic filing systems, in-field utilization of mobile devices, etc. and many other exciting technologies are being considered by MDOT to integrate into its operations. <br />
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As of now, this Wiki article extensively discusses ProjectWise. In the future, this wiki article may cover additional topics relevant to e-Construction. <br />
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<div style="float: left; padding-right: 1px;">{{#ev:youtube|ScB1b3fqjQo|350|left|MDOT's e-Construction Process on I-96}}</div><br />
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===[[#ProjectWise|ProjectWise]]===<br />
Bentley Systems developed ProjectWise software to allow users to access, share, and manage electronic files located on a centralized server. Some of the features of the software include tracking document workflows, versioning of documents, checking out documents, etc. Many organizations such as the majority of DOTs and top construction design firms utilize ProjectWise for the management of files relevant to the construction process. <br />
The information within this article is intended to help a first-time user. For additional information about ProjectWise, you can visit Bentley’s [http://www.bentley.com/en-US/Products/projectwise+project+team+collaboration/ webpage], ProjectWise community forum [http://communities.bentley.com/products/projectwise/default.aspx webpage], MDOT's ProjectWise resource [http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037-321341--,00.html webpage], or other links provided within this wiki article.<br />
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====[[#Getting Started with ProjectWise|Getting Started with ProjectWise]]====<br />
Before one can use ProjectWise, one must have an account that is associated with an organization’s Datasource. <br />
If you are a MDOT employee, you can contact MDOT-ProjectWise@michigan.gov.<br />
If you are a Contractor, you can contact MDOT-ProjectWiseConst@michigan.gov.<br />
If you are a sub-contractor, you can contact your project manager.<br />
Once approved, the administrator will contact you with your credentials that you can use to access the Datasource.<br />
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====[[#Accessing MDOT's DataSource|Accessing MDOT's DataSource]]====<br />
Users can access MDOT's DataSource by means of mobile device, web browser, or computer program which allows the possibility of the user accessing information where and whenever he wants, be it in field, in office, or out-of-office.<br />
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For MDOT employees who are using a company computer, the ProjectWise Explorer program is preinstalled onto the computer and the program is preconfigured to connect to MDOT’s Datasource. You only need to open the Datasource and enter your credentials.<br />
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For non-MDOT employees using a computer, you can download the ProjectWise Explorer program from https://mdotjboss.state.mi.us/SpecProv/projectwisesupport.htm. Use the drop down menu on the page and select External Installation to locate and download ProjectWise Explorer. Once downloaded, you have to configure the program to connect to MDOT’s Datasource. To do this, open ProjectWise Explorer, navigate the cursor to the Tools menu, move the cursor down and click on the “ProjectWise Network Configuration Settings” item. The “ProjectWise Network Configuration Settings” window will pop up, showing information within the “General” tab. Navigate the cursor to the “DNS Services” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Navigate the cursor to “Datasource Listing” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Restart the program. Open the Datasource and enter your credentials.<br />
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If you are using the web browser, type https://mdotpwisess4.state.mi.us/ into the URL bar. Note that MDOT only supports Internet Explorer. Select MDOT’s Datasource and enter your credentials. This [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf PDF] is a quick reference guide for the use of the ProjectWise Web Server.<br />
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If you are using an iPad, download the ProjectWise Mobile Explorer application from the iTunes store. Open the application. Select “Connect to your projects”. A “ProjectWise web services” form should appear; type into the form “136.181.146.49”. If correctly working “MDOTProjectWise” should appear; select that. You will then be prompted to login. If your login is associated with a State of Michigan account you must enter “SOM” in the Domain field. Other users will leave this field blank. After you have entered your username and password, select the next button to login. In the upper left corner, select the “Datasources” button. A menu should appear; select “MDOTProjectWise”. You should be able to navigate MDOT’s Datasource.<br />
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====[[#Navigating MDOT’s DataSource|Navigating MDOT’s DataSource]]====<br />
MDOT’s Datasource is essentially a hyperlink to a file directory that is located on MDOT’s servers. The file directory is organized by Region then by TSC and then by Job Number. Within the Job Number folder, there are construction documents relevant to the Job Number. You can navigate the file directory by clicking the + button or double-clicking the folder. <br />
<br />
When you are about to select a file from the file directory, there will usually be two icons which signify the type of document and the functions that you can perform on the document. There are many file formats that are supported by ProjectWise such as .doc, .dgn, .pdf, etc. There are many functions that a user can perform on a file. A pencil icon indicates that the file can be checked out and modified. An open book icon indicates that the file is read-only. A red check mark icon indicates that you have checked out the file. A lock icon indicates that a file has been either checked out or exported and that it is read-only. A blue tag icon indicates that the file is in its Final Status and that no further modifications can be made. <br />
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Select a file and right click. A menu should appear with a list of functions that a user can perform. As you may notice, similar functions are grouped together. Some of these functions are grayed out which indicates that at that moment the function cannot be performed. <br />
Some of the more commonly used functions are New > Document, Open as Read-Only, Check Out, Check In, Export, etc. More information about functions is available on page 2 and 3 of this [http://www.michigan.gov/documents/mdot/MDOT_ProjectWise_Web_Quick_Reference_Card_446728_7.pdf PDF].<br />
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The functions that a user can perform are limited to the number of permissions that are granted by the administrator. What your role is for a construction project will determine which files you are allowed to access and what functions you are allowed to perform.<br />
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For more information on the layout of ProjectWise Explorer, you can view FHWA's ProjectWise resource [http://www.wfl.fhwa.dot.gov/resources/cadd/projectwise/section01.htm webpage].<br />
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===[[#General Procedures for Construction Records Retention|General Procedures for Construction Records Retention]]===<br />
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The Federal Highway Administration (FHWA) requires that project construction records for federally funded projects be retained for a minimum of three years past the FHWA final accounting date. The FHWA final accounting date (for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the FHWA requirement, there are record retention requirements issued by the DTMB Record Center and MDOT’s Records Management Office. This procedure takes into account the requirements of the FHWA, as well as DTMB Record Center. <br />
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The managing office engineer (delivery/project/resident/county/city/consultant) is responsible for all project records required at the project site. Each TSC/project office will name a Construction Records Coordinator (CRC) and provide the name of this person to the Construction Field Services Support Area’s Records Management Coordinator (RMC). <br />
<br />
Project records for construction on state trunkline projects will be retained at the region, TSC, or project office until the FOD final accounting date. This applies to both federally and state funded projects. The FOD date is available through the MDOT Phase Initiator (PI) application. <br />
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The construction records for projects with consultant engineering management will be delivered to the managing TSC when the final estimate voucher is received. The managing TSC will retain the records in accordance with these procedures. <br />
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If any litigation, claim, negotiation, audit or other action involving the records has been started before the FOD final accounting date, the records must be retained at the project office until completion of the action and resolution of all issues. Should the CRC be notified that such action has commenced after the records have been transferred to the DTMB Record Center, the CRC will notify the RMC. At the end of the retention period, the DTMB Record Center will send the record disposal notice to the Record Management Officer (RMO). The RMO will contact the CRC prior to any record disposal by DTMB Record Center. <br />
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Retain the records for projects with warranty work at the TSC/project office until the end of the warranty period, unless the warranty period ends before the FOD final accounting date. If the warranty period ends before the FOD final accounting date, then retain the records at the TSC/project office until the FOD final accounting date. <br />
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[//{{SERVERNAME}}/images_construction/3/31/Content_Manager_for_Records_Center_Training_Manual.pdf Content Manager for Records Center Training Manual]<br />
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====[[#LAP Project Considerations | LAP Project Considerations ]]====<br />
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Local agencies are responsible for maintaining official records for their LAP projects. MDOT will maintain project records within ProjectWise or archived file system according to the department’s retention schedule. Local Agencies are to keep a copy of the PW file for their official project records. <br />
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===[[#Standard Naming Convention for Documents|Standard Naming Convention for Documents]]===<br />
Effective with the December 1, 2017 letting and at the discretion of the engineer retroactively beginning with the October 6, 2017 letting forward, the Michigan Department of Transportation (MDOT) will utilize the following standard naming convention for naming and organizing electronic documentation created during the administration of state and federally funded construction contracts. Each file name contains sequential elements beginning with a required 1st descriptor. The order of the elements is to be maintained and not rearranged; however, elements following the 1st descriptor are situational and may not be necessary for inclusion into a file name based on the minimum element component naming examples provided in [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as follows:<br />
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'''Elements: | 1st Descriptor | SN | Date | Initials | Revision | Contractor/2nd Descriptor | JN'''<br />
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'''Format: | FFFF or Variable | XXX | YYYY-MM-DD | XXXX | RX | Variable | XXXXXX'''<br />
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'''1st Descriptor (FFFF or Variable):''' Expressed as a form number (FFFF), document description (e.g. Pay Estimate), common document acronym, or form name.<br />
*Common document acronyms suggested when form numbers do not apply:<br />
**Use “Cert” for materials<br />
**Use “CP” for certified payrolls<br />
**Use “SD” for shop drawings<br />
**Use “IDR” for inspector’s daily report<br />
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'''SN (XXX):''' A three-digit '''sequence number''' (i.e. 001, 002, etc.) generated (i.e. auto-designated from FieldManager or assigned by the engineer) based on either the order of documentation receipt or incorporation of cross-referenced documentation into FieldManager used for contract modifications, pay estimates, material certifications, material source lists, etc.<br />
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At the discretion of the engineer based on the complexity of the project an inspector’s daily report (IDR) sequence number may be utilized. If a sequence number is used for anything other than an IDR then the element location for SN applies as shown.<br />
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All material approvals in FieldManager require cross-referencing. When approving materials in FieldManager, the file number along with sequence number (e.g. 309-Cert 006, 309-Test 001, or 303-1901 001) must be documented within the Lot Number field and cross-referenced in ProjectWise.<br />
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[[File:Naming image 1.jpg]]<br />
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'''Date (YYYY-MM-DD):''' date of occurrence of the work event or activity expressed as YYYY=Year; MM=Month; DD=Day. Use a dash character (-) within the date as a separator.<br />
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'''Initials (XXXX):''' Initials of the inspector up to four characters in length based on the initials assigned within FieldManager. Initials are used to delineate reports generated by different inspectors (i.e. IDRs and Form 1126 NPDES reports).<br />
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'''Revision (RX):''' A one-digit revision number beginning with an R (i.e. R1) generated based on the sequence of updates. The revised document should be named the same as the original source document except for the revision number placed at the end of the name (e.g. IDR 2017-07-20 GJM R1). A revision number is necessary for documents which have been changed after initial submittal into Field Manager or ProjectWise such as IDRs, work orders, or contract modifications and as a further exception may also be followed by a sequence number associated from FieldManager (i.e. R1 S1).<br />
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'''Contractor/2nd Descriptor (Variable):''' An element that provides for additional information such as the contractor or producers name, structure number, material type, location, and/or another distinctive qualifier of the file name. Structures should be identified as shown in project plans (i.e. B01, S01-1, S01-2, X04, or R01).<br />
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'''JN (XXXXXX):''' The job number of the project expressed in either five or six digits without an A, B, or C phase character at the end.<br />
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<u>'''File Naming Characters'''</u><br />
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Except as otherwise noted (date and structure number), use spaces to separate fields not underscores, dashes, commas, periods, or any other characters.<br />
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<u>'''Standard Documentation Folder Structure'''</u><br />
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The current alphanumeric folder structure will be retained as the default construction folder view for all projects in ProjectWise. ProjectWise allows for a user preference selection to view construction folders in file number format. Contact [mailto:MDOT-ProjectwiseConst@michigan.gov MDOT-ProjectwiseConst@michigan.gov] to request the file number view in ProjectWise. <br />
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{|<br />
|-<br />
| Alphanumeric Default View Example: || [[File:Alphanumeric Default Example.jpg|border]]<br />
|-<br />
| File Number View Example: || [[File:File Number Example.jpg|border]]<br />
|}<br />
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====[[#e-Construction/Paper File System|e-Construction/Paper File System]]====<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx Alpha and Numeric Spreadsheet].<br />
<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf Alpha and Numeric PDF].<br />
<br />
<span style="background:yellow">Recent changes to the table as off '''10-29-20''' are highlighted in yellow below</span><br />
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{| class="wikitable"<br />
| align="center" style="background:#f0f0f0;"|'''File #'''<br />
| align="center" style="background:#f0f0f0;"|'''Description'''<br />
| align="center" style="background:#f0f0f0;"|'''MDOT Form #'''<br />
|align="center" style="background:#f0f0f0;"|'''Minimum Element Component Naming Examples'''<br />
| align="center" style="background:#f0f0f0;"|'''Retention:'''<br />
'''4 years unless otherwise noted'''<br />
|-<br />
| <span style="color: red">'''100'''||<span style="color: red">'''ADMINISTRATION'''</span>||||||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''100'''|| '''Award Letter'''||||Award YYYY-MM-DD||<br />
|-<br />
| || ||||||<br />
|-<br />
| '''101'''||'''Contract Form''' ||||||<br />
|-<br />
| ||Progress Schedule||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1130.pdf 1130]</center>||1130 YYYY-MM-DD||<br />
|-<br />
| ||Weekly Statement of Work Days Charged||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1116.pdf 1116]</center>||1116 001||<br />
|-<br />
| ||Workzone Enforcement Contracts||||||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (MSP)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/1449.pdf 1149]</center>||1449YYYY-MM-DD Job Number||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (Local)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/0565.pdf 0565]</center>||0565YYYY-MM-DD Job Number||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''104'''||'''Contract Modifications'''||||||<br />
|-<br />
|||Value Engineering Change Proposal||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1962.pdf 1962]</center>||1962 YYYY-MM-DD Structural Steel ABC Contracting||<br />
|-<br />
|||Contract Modification||||CM 001||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''FHWA 1365 Pre-Approvals'''||||||<br />
|-<br />
|||FHWA 1365 Pre-Approvals||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf 1365]</center>||1365 YYYY-MM-DD Structural Steel||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Extension of Time'''||||||<br />
|-<br />
|||Extension of Time||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1100A.pdf 1100A]</center>||1100A 001||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Supporting Documents'''||||||<br />
|-<br />
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|-<br />
| '''105'''||'''Contractor Claims and Force Account'''||||||<br />
|-<br />
|||Force Account Statement||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101.pdf 1101]</center>||1101 YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||Force Account Daily Field Record||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101A.pdf 1101A]</center>||1101A YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Force Account Work Plan||||FA Work Plan||<br />
|-<br />
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|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Damage Claim Notices'''||||||<br />
|-<br />
|||Damage Claims Notices||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1119D.pdf 1119D]</center>||1119D 001 Smith John||<br />
|-<br />
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|-<br />
|'''108'''||'''Correspondence'''||||||<br />
|-<br />
|||Email||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||General Correspondence||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||||||||<br />
|-<br />
| '''106'''||'''Estimates and Closeout Package'''||||||<br />
|-<br />
| || Construction Pay Estimate Report(Bi-Weekly Pay Estimates)||||Pay Estimate 001||<br />
|-<br />
| || Construction Pay Estimate Report(Final Pay Estimate)||||Pay Estimate 001 Final||<br />
|-<br />
| || Stockpile Data||||Stock Pile YYYY-MM-DD Steel||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Closeout Documents'''||||||<br />
|-<br />
| ||Final Acceptance/Certification Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1120.pdf 1120]</center>||1120||<br />
|-<br />
| ||Final Estimate Package Memo||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1105.pdf 1105]</center>||1105||<br />
|-<br />
| ||Final Project Review Summary||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
| ||Post Certification of Subcontract compliance (Copy)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1386.pdf 1386]</center>||1386||<br />
|-<br />
|||Final 2124A||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf 2124A]</center>||2124A ABC Contracting||<br />
|-<br />
|||Final project voucher summary(Signed from CSD)||||Final project voucher summary||<br />
|-style="background: yellow;"<br />
|||Office Technician Certificate||||Cert OT Last Name Expiry Date||<br />
|-<br />
|||Work Completion letter from contractor||||Completion Letter YYYY-MM-DD||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Engineer Certification'''||||||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Contract/Related Documents Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Construction Item/IDR Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-HMA Items Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Material Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1972.pdf 1972]</center>||1972||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Concrete Items Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||||||<br />
|-<br />
|'''109'''||'''Preconstruction and Progress Meetings'''||||||<br />
|-<br />
|||Damage Claim Program||||Damage Claim Program||<br />
|-<br />
|||Safety Program||||Safety Program||<br />
|-style="background: yellow;"<br />
|||Contractor Lightning Plan||||Lightning QC Plan||<br />
|-<br />
|||Subcontractor's List||||Subcontractor's List||<br />
|-<br />
|||Emergency Contact List||||Emergency Contact List||<br />
|-<br />
|||Meeting Minutes||||Meeting Minutes YYYY-MM-DD||<br />
|-<br />
|||WorkZone Access Plan||||WorkZone Access Plan||<br />
|-<br />
|||||||||<br />
|-<br />
| '''102'''||'''Sub-Contracts''' ||||||<br />
|-<br />
|||Subcontract - FED||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-FED.pdf 1302-FED]</center>||1302-FED ABC Contracting||<br />
|-<br />
|||Subcontract - State||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-State.pdf 1302-State]</center>||1302-State ABC Contracting||<br />
|-<br />
|||Commercially Useful Function (CUF) Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109]</center>||4109 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||DBE Participation (blue sheets)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf 0178]</center>||0178||<br />
|-<br />
|||DBE Trucker Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1992.pdf 1992]</center>||1992||<br />
|-<br />
|||||||||<br />
|-<br />
|'''110'''||'''Utilities, Permits and Real Estate'''||||||<br />
|-<br />
|||Property Agreements and release||||Property Agreements & Release Smith John||<br />
|-<br />
|||Construction Permit||||Construction Permit||<br />
|-<br />
|||Miss Dig Document request||||Miss Dig YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''107'''||'''Warranty Documentation'''||||||<br />
|-<br />
|||Warranty Correspondence||||Corr YYYY-MM-DD GJM Warranty||<br />
|-<br />
|||Bridge||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1802.pdf 1802]</center>||1802 YYYY-MM-DD||<br />
|-<br />
|||HMA||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1134.pdf 1134]</center>||1134 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Pavement Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029]</center>||1029 Route Contractor Date Accepted||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Bridge Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029A.pdf 1029A]</center>||1029A Route Contractor Date Accepted||<br />
|-<br />
|||Concrete||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1115.pdf 1115],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1831.pdf 1831],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1884.pdf 1884],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1885.pdf 1885],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1881.pdf 1881]</center>||1029 YYYY-MM-DD||<br />
|-<br />
|||CPM||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1193.pdf 1193],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1184.pdf 1184],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1046.pdf 1046],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1047.pdf 1047],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1893.pdf 1893],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1894.pdf 1894], [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1946.pdf 1946]</center>||1193 YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''103'''||'''Work Orders'''||||||<br />
|-<br />
|||Notice of Non-Compliance with Contract||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1165.pdf 1165]</center>||1165 YYYY-MM-DD||<br />
|-<br />
|||Work Orders||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1137.pdf 1137]</center>||1137 001 Drainage Changes||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''200'''</span>||<span style="color: red">'''FIELD RECORDS'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''203'''||'''Bases'''||||||<br />
|-<br />
|||Subbase||||Subbase YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregates||||Agg Base YYYY-MM-DD GJM||<br />
|-<br />
|||Rubbilizing Portland Cement Concrete Pavement||||Rubblilize pavt YYYY-MM-DD GJM||<br />
|-<br />
|||Geotextile for Base||||Geotextile YYYY-MM-DD GJM||<br />
|-<br />
|||HMA Base Crushing and Shaping||||Crush & Shape YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregate Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Subbase calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Agg Base||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Agg Base Sta 24+65 to 65+24||<br />
|-<br />
|||Aggregate Scale Check||||Scale check Producer Name YYYY-MM-DD||<br />
|-<br />
||||||||||<br />
|-<br />
|'''206'''||'''Concrete'''||||||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Roadway||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf 1174R]</center>||1174R YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Structure||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174S.pdf 1174S]</center>||1174S YYYY-MM-DD GJM||<br />
|-<br />
|||Coring Request||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0500.pdf 0500]</center>||500 YYYY-MM-DD Sta 24+65 123145||<br />
|-<br />
|||Contractor's QC Test Reports (Air, slump, temp)||||Conc QC YYYY-MM-DD ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Load Transfer Assembly Inspection Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0553.pdf 0553]</center>||0553 Supplier GJM||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Concrete Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Misc Concrete||<br />
|-<br />
|||||||||<br />
|-<br />
|'''209'''||'''Delivery Tickets(Miscellaneous)'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''204'''||'''Drainage'''||||||<br />
|-<br />
|||Pumpstations||||Pumpstation YYYY-MM-DD GJM||<br />
|-<br />
|||Drainage Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
||||Sewers||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Sewers||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0555.pdf 0555]</center>||0555 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Culverts||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0563.pdf 0563]</center>||0563 YYYY-MM-DD||<br />
|-<br />
|||Underdrains||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Culverts||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202'''||'''Earthwork'''||||||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Clay Grade||<br />
|-<br />
|||Record Of Soils Recommendations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 0583]</center>||0583 YYYY-MM-DD NB Sta 24+65 to 65+24||<br />
|-<br />
|||Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Volume Sheets||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1198.pdf 1198]</center>||1198 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Earth Work Data Sheet||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1124.pdf 1124]</center>||1124 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||||||||<br />
|-<br />
|'''205'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||HMA Crack Treatment||||HMA Crack Treatment YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Surface Seal||||Surface Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Micro-surfacing||||Micro Surfacing YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Chip Seals||||Chip Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Slurry Seal||||Slurry Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||HMA Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM HMA pavement||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Longitudinal Joint Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5621.pdf 5621]</center>||5621 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||HMA Sample Identification||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5622.pdf 5622]</center>||5622 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Core Sample Identification Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5623.pdf 5623]</center>||5623 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Mainline Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5624.pdf 5624]</center>||5624 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||STA HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5625.pdf 5625]</center>||5625 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||PWL HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5626.pdf 5626]</center>||5626 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200'''||'''Inspector's Daily Reports'''||||||<br />
|-<br />
|||IDR||||IDR YYYY-MM-DD GJM||<br />
|-<br />
|||IDR with Rev and Seq||||IDR YYYY-MM-DD GJM R1 S1||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM ADA Ramp SW Johnson Rd||<br />
|-<br />
|||Fencing||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||General Comps.||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Asbestos Report||||Asbestos Report||<br />
|-style="background: yellow;"<br />
|||Field Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0566.pdf 0566]</center>||0566 Material GJM||<br />
|-style="background: yellow;"<br />
|||Area/Volume Survey Data||||YYYY-MM-DD GJM Name of Item Of Work||<br />
|-<br />
|||Guardrail||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Slope Restoration||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector's Daily Record of Contact Removal Items||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122A.pdf 1122A]</center>||1122A YYYY-MM-DD GJM||<br />
|-<br />
|||Sketches and Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Permanent Traffic Signs||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Electrical Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202-1'''||'''NPDES and SESC Reports'''||||||<br />
|-<br />
|||NPDES||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1126.pdf 1126]</center>||1126 001 YYYY-MM-DD GJM||<br />
|-<br />
|||Environmental Permits||||Permit||<br />
|-<br />
|||Notice of Termination(NOT)||||NOT||<br />
|-<br />
|||Notice of Completion(NOC)||||NOC||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200-1'''||'''Photographs & Videos'''||||||<br />
|-<br />
|||Photo||||Photo YYYY-MM-DD GJM Station 24+65 Broken Casting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-1'''||'''Request For Information(RFI)'''||||RFI YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201'''||'''Shop Drawing and submittals'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Approved||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Original Comments'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Rejected'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Rejected||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Review in Progress'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Pending||<br />
|-<br />
|||||||||<br />
|-<br />
|'''207'''||'''Structure'''||||||<br />
|-<br />
|||Bridge Decks Concrete Depth Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1131.pdf 1131]</center>||1131 YYYY-MM-DD GJM B01 Wet||<br />
|-<br />
|||Bridge Reinforcing Computations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1138.pdf 1138]</center>||1138 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Foundation Piling Record (LRFD)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1161L.pdf 1161(L)]</center>||1161 YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Pile Driving Table||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157A.pdf 1157A]</center>||1157A YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Structure - Clearance Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1190.pdf 1190]</center>||1190 YYYY-MM-DD GJM US131 S02||<br />
|-<br />
|||Structure Painting forms||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1941.pdf 1941]</center>||1941 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157.pdf 1157]</center>||1157 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Records, LRFD||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157L.pdf 1157L]</center>||1157L YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Inspection Records for Highway Signs||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Excavation/concrete placement for bridges||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1448.pdf 1448]</center>||1448 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Micropile Installation Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1989.pdf 1989]</center>||1989 YYYY-MM-DD GJM B01 Abut A Pile 24||<br />
|-<br />
|||Cofferdam Installation, Piling Placement, and Tremie Pour Inspector's Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1990.pdf 1990]</center>||1990 YYYY-MM-DD GJM B01 Abut A||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM B01 Superstructure||<br />
|-<br />
|||Sheet Piling and Cofferdams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Precast Concrete Beams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Mechanically Stablized earth retaining wall system checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1447.pdf 1447]</center>||1447 YYYY-MM-DD||<br />
|-<br />
|||Hydrodemolition Documents||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waterproofing||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waste Profile Forms||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Bridge Deck Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2082.pdf 2082]</center>||2082 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Deck overlay Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2083.pdf 2083]</center>||2083 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Painting Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2081.pdf 2081]</center>||2081 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Sketches and Calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-2'''||'''Survey'''||||||<br />
|-<br />
|||Contractor Staking Quality Control Plan||||CSQCP YYYY-MM-DD||<br />
|-<br />
|||Staking Request||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5300.pdf 5300]</center>||5300 YYYY-MM-DD||<br />
|-<br />
|||As-constructed Earth Work Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Cross-Sections||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208-1'''||'''Traffic'''||||||<br />
|-<br />
|||Inspector's Checklist For Inspection for Solar Boards||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1013S.pdf 1013S]</center>||1013S YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||MDOT Lane Closure Notification/Request Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0561.pdf 0561]</center>||0561 Route - Request # GJM||<br />
|-<br />
|||Mobility Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1998.pdf 1998]</center>||1998 YYYY-MM-DD GJM||<br />
|-<br />
|||Pavement Marking Material Verification Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1585.pdf 1585]</center>||1585 YYYY-MM-DD GJM||<br />
|-<br />
|||Drilled Shaft Inspection Record for Highway signs, Luminaires, TS||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Traffic Control Report Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1996.pdf 1996]</center>||1996 YYYY-MM-DD GJM||<br />
|-<br />
|||Traffic Advisories||<CENTER>Document</center>||(Name of advisory) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''300'''||<span style="color: red">'''MATERIAL TESTING'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''303'''||'''Bases'''||||||<br />
|-<br />
|||Aggregate Inspection Daily Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1900.pdf 1900]</center>||1900 001||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0504.pdf 0504]</center>||0504 YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||Mechanical Analysis Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1901.pdf 1901]</center>||1901 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306'''||'''Concrete'''||||||<br />
|-<br />
|||Concrete Plant Equipment Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580.pdf 0580]</center>||0580 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580A.pdf 0580A]</center>||0580A YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Proportioning Plant Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174.pdf 1174]</center>||1174 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Quality Assurance Plan||||Conc QA Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Concrete Quality Control Plan||||Conc QC Plan YYYY-MM-DD||Permanent<br />
|-style="background: yellow;"<br />
|||Mix Design Review Checklist<br />
||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2000.pdf 2000]</center>||2000 YYYY MM DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0503.pdf 0503]</center>||0503 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||JMF Concrete Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1976.pdf 1976]</center>||1976 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Pavement Core Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0502.pdf 0502]</center>||0502 YYYY-MM-DD GJM Sta 24+65||Permanent<br />
|-<br />
|||Weekly Summary Of Cert. Concrete/Comm. Central-Transit Mix||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1155.pdf 1155]</center>||1155 YYYY-MM-DD CC152||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spread sheets||||(Name of item of work) YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306-1'''||'''Concrete Cylinder Break'''||||||<br />
|-<br />
|||Concrete Cylinder Break||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1999.pdf 1999]</center>||1999 YYYY-MM-DD GJM B01||Permanent<br />
|-<br />
|||Report Of Modulus Of Rupture||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1160.pdf 1160]</center>||1160 YYYY-MM-DD GJM Concrete Pavement 24+65||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''301'''||'''Density'''||||||<br />
|-<br />
||||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0509.pdf 0509]</center>||0509 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Moisture and Density Determination of Soils||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582B.pdf 0582-B]</center>||0582-B YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Record of Density Retests||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582A.pdf 0582-A]</center>||0582-A YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''304'''||'''Drainage'''||||||<br />
|-<br />
|||Field Report For Concrete Pipe||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920.pdf 1920]</center>||1920 YYYY-MM-DD GJM 36 inch||Permanent<br />
|-<br />
|||Field Report For Precast Drainage Items||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920A.pdf 1920A]</center>||1920A YYYY-MM-DD GJM 60 inch Structure||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''305'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||Daily Report of Bituminous Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center>||1903 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||HMA Quality Control Plan||||HMA QC Plan||Permanent<br />
|-<br />
|||HMA Quality Assurance Plan||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0587.pdf 0587]</center>||0587 HMA QA Plan||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1842.pdf 1842]</center>||1842||Permanent<br />
|-<br />
|||Job Mix Formula (JMF) Bituminous Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1911.pdf 1911]</center>||1911 5E3 123145||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907J.pdf 1907J]</center>||1907J YYYY-MM-DD Lot 1 Sublot 2 123145||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-style="background: yellow;"<br />
|||Cold Milling Plan||||Cold Milling QC Plan||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spreadsheet||||(Name of item of work) YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''309'''||'''Material Certifications'''||||||<br />
|-<br />
|||Shipment Of Tested Stock Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1922.pdf 1922]</center>||1922 001||Permanent<br />
|-<br />
|||Material Certifications||<center>Cert</center>||Cert 001||Permanent<br />
|-style="background: yellow;"<br />
|||Transfer Of Tested Materials Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1178.pdf 1178]</center>||1178 001 Material Name||Permanent<br />
|-<br />
|||Test Report||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''300'''||'''Material Source List'''||||||<br />
|-<br />
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|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||||||<br />
|-<br />
|||Material Source List||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0501.pdf 0501]</center>||0501 001||Permanent<br />
|-<br />
|'''308'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Report of Test||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''307'''||'''Structure'''||||||<br />
|-<br />
|||LRFD Pile and Driving Equipment Data||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1956.pdf 1956]</center>||1956 YYYY-MM-DD GJM S02||Permanent<br />
|-<br />
|||Magnetic Particle Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538A.pdf 0538-A]</center>||0538A YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Report Of Ultrasonic Examination Of Welds||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538B.pdf 0538-B]</center>||0538B YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Structure Foundation Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0579.pdf 0579]</center>||0579 YYYY-MM-DD GJM S02 Pier 2||Permanent<br />
|-<br />
|||Welding Plan||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0395.pdf 0395]</center>||0395 123145||Permanent<br />
|-<br />
|||Welding Certs||||Welder Smith John *1G SMAW||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''308-1'''||'''Traffic'''||||||<br />
|-<br />
|||Cantilever and Bridge Mount Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0519.pdf 0519]</center>||0519 YYYY-MM-DD GJM Cantiliever Sta 24+65 Rt||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''400'''||<span style="color: red">'''INTERNAL USE ONLY'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''401'''||'''Certified Payrolls'''||||||<br />
|-<br />
|||Certified Payrolls||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=CP-347.pdf CP-347]</center>||CP347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Wage and Hour Division (WHD)||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||WH347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Unapproved||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||||<br />
|-<br />
|||Certified Payroll Review Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1952.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Certified Payroll Status Log||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1954.pdf 1954]</center>||1954 ABC Contracting||<br />
|-<br />
|||Contractor’s Certified Payroll||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1955.pdf 1955]</center>||1955 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Jobsite Poster Inspection Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier1||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T1.pdf 1156-T1]</center>||1156-T1 Contractor Trade YYYY-MM-DD Last Name||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier2||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T2.pdf 1156-T2]</center>||1156-T2 Contractor Trade YYYY-MM-DD Last Name||<br />
|-<br />
|||Apprenticeship & Trainee Reports||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''402'''||'''Consultant Contracts'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''400'''||'''Contractor Performance Evaluations(CPE)'''||||||<br />
|-<br />
|||Contractor Performance Evaluations(CPE)||||CPE Interim ABC Contracting<br />
CPE Final ABC Contracting<br />
|-<br />
|'''403'''||'''Internal Claim Documents'''||||||<br />
|-<br />
|||Contractor Claims||||Claim 001 Lead Paint Removal ABC Contracting||7 Years<br />
|-<br />
|||Blue Book Sheets||||Blue Book Cat 650 XLT ABC Contracting||7 Years<br />
|-<br />
|||||||||<br />
|-<br />
|'''404'''||'''QA Random Numbers'''||||||<br />
|-<br />
|||Concrete||||Conc Rand Number||<br />
|-<br />
|||HMA||||HMA Rand Number||<br />
|-style="background-color: black; height:20px"<br />
|||||||||<br />
|-<br />
|||'''MDOT Oversight (local agency specific)'''||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1963.pdf 1963]</center>||1963 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1964.pdf 1964]</center>||1964 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1965.pdf 1965]</center>||1965||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|}<br />
<br />
{|<br />
|-<br />
| Recommended 2nd Descriptors:|| style="text-align:right"|Positions: || 1F, 2F, 3F, 4F, 1G, 2G, 3G, 4G, etc.<br />
|-<br />
| || style="text-align:right"|Type: || SMAW, SAW, FCAW, GMAW, TIG<br />
|}<br />
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===[[#Resources|Resources]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
! File Name !! Description <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/e/e2/MDOT_ProjectWise_Explorer_Install.pdf MDOT ProjectWise Explorer Install] || A guide for External Users for Installing ProjectWise Explorer <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo with an iOS device(iPhone, iPad, etc.)<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/1/15/ProjectWise_Unique_SP_search.pdf ProjectWise Unique Search] || Guidance for Using one of the Search Features of ProjectWise<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf ProjectWise Web Quick Reference Card] || A brief outline of features within ProjectWise Web<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad] || Guidance for configuring an iPhone to be used as a mouse for an iPad which is running in a Citrix Environment <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/7/7c/Remoting_via_Citrix_Receiver.pdf Remoting via Citrix Reciever] || Using the Citrix iPad application to remotely access another computer<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction Documents] || Guidance for how to electronically file a variety of documents into ProjectWise<br />
|-<br />
|}<br />
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<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=6063E-Construction2020-10-29T17:50:10Z<p>McGowanR: /* e-Construction/Paper File System */ Updated Name Convention Table to reflect recent revision 10-29-20 and included XLSX and PDF file types as well</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
<div style="float: left; padding-left: 1px;">{{TOC | width size = 120px }}</div><br />
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<div style="float: right; padding-right: 1px;">{{#ev:youtube|JbwlvmOTUrI|350|right|MDOT's e-Construction Process}}</div><br />
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===[[#General Information|General Information]]===<br />
E-Construction refers to the initiative of MDOT to integrate various digital technologies into its business/construction operations so that cost savings, efficiency gains, and other benefits are realized. MDOT has integrated many technological solutions such as electronic bidding, electronic construction files, digital signatures, electronic filing systems, in-field utilization of mobile devices, etc. and many other exciting technologies are being considered by MDOT to integrate into its operations. <br />
<br />
As of now, this Wiki article extensively discusses ProjectWise. In the future, this wiki article may cover additional topics relevant to e-Construction. <br />
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<div style="float: left; padding-right: 1px;">{{#ev:youtube|ScB1b3fqjQo|350|left|MDOT's e-Construction Process on I-96}}</div><br />
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===[[#ProjectWise|ProjectWise]]===<br />
Bentley Systems developed ProjectWise software to allow users to access, share, and manage electronic files located on a centralized server. Some of the features of the software include tracking document workflows, versioning of documents, checking out documents, etc. Many organizations such as the majority of DOTs and top construction design firms utilize ProjectWise for the management of files relevant to the construction process. <br />
The information within this article is intended to help a first-time user. For additional information about ProjectWise, you can visit Bentley’s [http://www.bentley.com/en-US/Products/projectwise+project+team+collaboration/ webpage], ProjectWise community forum [http://communities.bentley.com/products/projectwise/default.aspx webpage], MDOT's ProjectWise resource [http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037-321341--,00.html webpage], or other links provided within this wiki article.<br />
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====[[#Getting Started with ProjectWise|Getting Started with ProjectWise]]====<br />
Before one can use ProjectWise, one must have an account that is associated with an organization’s Datasource. <br />
If you are a MDOT employee, you can contact MDOT-ProjectWise@michigan.gov.<br />
If you are a Contractor, you can contact MDOT-ProjectWiseConst@michigan.gov.<br />
If you are a sub-contractor, you can contact your project manager.<br />
Once approved, the administrator will contact you with your credentials that you can use to access the Datasource.<br />
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====[[#Accessing MDOT's DataSource|Accessing MDOT's DataSource]]====<br />
Users can access MDOT's DataSource by means of mobile device, web browser, or computer program which allows the possibility of the user accessing information where and whenever he wants, be it in field, in office, or out-of-office.<br />
<br />
For MDOT employees who are using a company computer, the ProjectWise Explorer program is preinstalled onto the computer and the program is preconfigured to connect to MDOT’s Datasource. You only need to open the Datasource and enter your credentials.<br />
<br />
For non-MDOT employees using a computer, you can download the ProjectWise Explorer program from https://mdotjboss.state.mi.us/SpecProv/projectwisesupport.htm. Use the drop down menu on the page and select External Installation to locate and download ProjectWise Explorer. Once downloaded, you have to configure the program to connect to MDOT’s Datasource. To do this, open ProjectWise Explorer, navigate the cursor to the Tools menu, move the cursor down and click on the “ProjectWise Network Configuration Settings” item. The “ProjectWise Network Configuration Settings” window will pop up, showing information within the “General” tab. Navigate the cursor to the “DNS Services” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Navigate the cursor to “Datasource Listing” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Restart the program. Open the Datasource and enter your credentials.<br />
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If you are using the web browser, type https://mdotpwisess4.state.mi.us/ into the URL bar. Note that MDOT only supports Internet Explorer. Select MDOT’s Datasource and enter your credentials. This [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf PDF] is a quick reference guide for the use of the ProjectWise Web Server.<br />
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If you are using an iPad, download the ProjectWise Mobile Explorer application from the iTunes store. Open the application. Select “Connect to your projects”. A “ProjectWise web services” form should appear; type into the form “136.181.146.49”. If correctly working “MDOTProjectWise” should appear; select that. You will then be prompted to login. If your login is associated with a State of Michigan account you must enter “SOM” in the Domain field. Other users will leave this field blank. After you have entered your username and password, select the next button to login. In the upper left corner, select the “Datasources” button. A menu should appear; select “MDOTProjectWise”. You should be able to navigate MDOT’s Datasource.<br />
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====[[#Navigating MDOT’s DataSource|Navigating MDOT’s DataSource]]====<br />
MDOT’s Datasource is essentially a hyperlink to a file directory that is located on MDOT’s servers. The file directory is organized by Region then by TSC and then by Job Number. Within the Job Number folder, there are construction documents relevant to the Job Number. You can navigate the file directory by clicking the + button or double-clicking the folder. <br />
<br />
When you are about to select a file from the file directory, there will usually be two icons which signify the type of document and the functions that you can perform on the document. There are many file formats that are supported by ProjectWise such as .doc, .dgn, .pdf, etc. There are many functions that a user can perform on a file. A pencil icon indicates that the file can be checked out and modified. An open book icon indicates that the file is read-only. A red check mark icon indicates that you have checked out the file. A lock icon indicates that a file has been either checked out or exported and that it is read-only. A blue tag icon indicates that the file is in its Final Status and that no further modifications can be made. <br />
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Select a file and right click. A menu should appear with a list of functions that a user can perform. As you may notice, similar functions are grouped together. Some of these functions are grayed out which indicates that at that moment the function cannot be performed. <br />
Some of the more commonly used functions are New > Document, Open as Read-Only, Check Out, Check In, Export, etc. More information about functions is available on page 2 and 3 of this [http://www.michigan.gov/documents/mdot/MDOT_ProjectWise_Web_Quick_Reference_Card_446728_7.pdf PDF].<br />
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The functions that a user can perform are limited to the number of permissions that are granted by the administrator. What your role is for a construction project will determine which files you are allowed to access and what functions you are allowed to perform.<br />
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For more information on the layout of ProjectWise Explorer, you can view FHWA's ProjectWise resource [http://www.wfl.fhwa.dot.gov/resources/cadd/projectwise/section01.htm webpage].<br />
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===[[#General Procedures for Construction Records Retention|General Procedures for Construction Records Retention]]===<br />
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The Federal Highway Administration (FHWA) requires that project construction records for federally funded projects be retained for a minimum of three years past the FHWA final accounting date. The FHWA final accounting date (for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the FHWA requirement, there are record retention requirements issued by the DTMB Record Center and MDOT’s Records Management Office. This procedure takes into account the requirements of the FHWA, as well as DTMB Record Center. <br />
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The managing office engineer (delivery/project/resident/county/city/consultant) is responsible for all project records required at the project site. Each TSC/project office will name a Construction Records Coordinator (CRC) and provide the name of this person to the Construction Field Services Support Area’s Records Management Coordinator (RMC). <br />
<br />
Project records for construction on state trunkline projects will be retained at the region, TSC, or project office until the FOD final accounting date. This applies to both federally and state funded projects. The FOD date is available through the MDOT Phase Initiator (PI) application. <br />
<br />
The construction records for projects with consultant engineering management will be delivered to the managing TSC when the final estimate voucher is received. The managing TSC will retain the records in accordance with these procedures. <br />
<br />
If any litigation, claim, negotiation, audit or other action involving the records has been started before the FOD final accounting date, the records must be retained at the project office until completion of the action and resolution of all issues. Should the CRC be notified that such action has commenced after the records have been transferred to the DTMB Record Center, the CRC will notify the RMC. At the end of the retention period, the DTMB Record Center will send the record disposal notice to the Record Management Officer (RMO). The RMO will contact the CRC prior to any record disposal by DTMB Record Center. <br />
<br />
Retain the records for projects with warranty work at the TSC/project office until the end of the warranty period, unless the warranty period ends before the FOD final accounting date. If the warranty period ends before the FOD final accounting date, then retain the records at the TSC/project office until the FOD final accounting date. <br />
<br />
[//{{SERVERNAME}}/images_construction/3/31/Content_Manager_for_Records_Center_Training_Manual.pdf Content Manager for Records Center Training Manual]<br />
<br />
{{top}}<br />
<br />
====[[#LAP Project Considerations | LAP Project Considerations ]]====<br />
<br />
Local agencies are responsible for maintaining official records for their LAP projects. MDOT will maintain project records within ProjectWise or archived file system according to the department’s retention schedule. Local Agencies are to keep a copy of the PW file for their official project records. <br />
<br />
{{top}}<br />
<br />
===[[#Standard Naming Convention for Documents|Standard Naming Convention for Documents]]===<br />
Effective with the December 1, 2017 letting and at the discretion of the engineer retroactively beginning with the October 6, 2017 letting forward, the Michigan Department of Transportation (MDOT) will utilize the following standard naming convention for naming and organizing electronic documentation created during the administration of state and federally funded construction contracts. Each file name contains sequential elements beginning with a required 1st descriptor. The order of the elements is to be maintained and not rearranged; however, elements following the 1st descriptor are situational and may not be necessary for inclusion into a file name based on the minimum element component naming examples provided in [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as follows:<br />
<br />
'''Elements: | 1st Descriptor | SN | Date | Initials | Revision | Contractor/2nd Descriptor | JN'''<br />
<br />
'''Format: | FFFF or Variable | XXX | YYYY-MM-DD | XXXX | RX | Variable | XXXXXX'''<br />
<br />
'''1st Descriptor (FFFF or Variable):''' Expressed as a form number (FFFF), document description (e.g. Pay Estimate), common document acronym, or form name.<br />
*Common document acronyms suggested when form numbers do not apply:<br />
**Use “Cert” for materials<br />
**Use “CP” for certified payrolls<br />
**Use “SD” for shop drawings<br />
**Use “IDR” for inspector’s daily report<br />
<br />
'''SN (XXX):''' A three-digit '''sequence number''' (i.e. 001, 002, etc.) generated (i.e. auto-designated from FieldManager or assigned by the engineer) based on either the order of documentation receipt or incorporation of cross-referenced documentation into FieldManager used for contract modifications, pay estimates, material certifications, material source lists, etc.<br />
<br />
At the discretion of the engineer based on the complexity of the project an inspector’s daily report (IDR) sequence number may be utilized. If a sequence number is used for anything other than an IDR then the element location for SN applies as shown.<br />
<br />
All material approvals in FieldManager require cross-referencing. When approving materials in FieldManager, the file number along with sequence number (e.g. 309-Cert 006, 309-Test 001, or 303-1901 001) must be documented within the Lot Number field and cross-referenced in ProjectWise.<br />
<br />
[[File:Naming image 1.jpg]]<br />
<br />
<br />
'''Date (YYYY-MM-DD):''' date of occurrence of the work event or activity expressed as YYYY=Year; MM=Month; DD=Day. Use a dash character (-) within the date as a separator.<br />
<br />
'''Initials (XXXX):''' Initials of the inspector up to four characters in length based on the initials assigned within FieldManager. Initials are used to delineate reports generated by different inspectors (i.e. IDRs and Form 1126 NPDES reports).<br />
<br />
'''Revision (RX):''' A one-digit revision number beginning with an R (i.e. R1) generated based on the sequence of updates. The revised document should be named the same as the original source document except for the revision number placed at the end of the name (e.g. IDR 2017-07-20 GJM R1). A revision number is necessary for documents which have been changed after initial submittal into Field Manager or ProjectWise such as IDRs, work orders, or contract modifications and as a further exception may also be followed by a sequence number associated from FieldManager (i.e. R1 S1).<br />
<br />
'''Contractor/2nd Descriptor (Variable):''' An element that provides for additional information such as the contractor or producers name, structure number, material type, location, and/or another distinctive qualifier of the file name. Structures should be identified as shown in project plans (i.e. B01, S01-1, S01-2, X04, or R01).<br />
<br />
'''JN (XXXXXX):''' The job number of the project expressed in either five or six digits without an A, B, or C phase character at the end.<br />
<br />
<br />
<u>'''File Naming Characters'''</u><br />
<br />
Except as otherwise noted (date and structure number), use spaces to separate fields not underscores, dashes, commas, periods, or any other characters.<br />
<br />
<br />
<br />
<u>'''Standard Documentation Folder Structure'''</u><br />
<br />
The current alphanumeric folder structure will be retained as the default construction folder view for all projects in ProjectWise. ProjectWise allows for a user preference selection to view construction folders in file number format. Contact [mailto:MDOT-ProjectwiseConst@michigan.gov MDOT-ProjectwiseConst@michigan.gov] to request the file number view in ProjectWise. <br />
<br />
{|<br />
|-<br />
| Alphanumeric Default View Example: || [[File:Alphanumeric Default Example.jpg|border]]<br />
|-<br />
| File Number View Example: || [[File:File Number Example.jpg|border]]<br />
|}<br />
{{top}}<br />
<br />
====[[#e-Construction/Paper File System|e-Construction/Paper File System]]====<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/8/8a/Standard_Naming_Convention_Revised_10-29-2020.xlsx Alpha and Numeric Spreadsheet].<br />
<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/0/08/Standard_Naming_Convention_Revised_10-29-2020.pdf Alpha and Numeric PDF].<br />
<br />
<span style="background:yellow">Recent changes to the table as off '''10-29-20''' are highlighted in yellow below</span><br />
<br />
{| class="wikitable"<br />
| align="center" style="background:#f0f0f0;"|'''File #'''<br />
| align="center" style="background:#f0f0f0;"|'''Description'''<br />
| align="center" style="background:#f0f0f0;"|'''MDOT Form #'''<br />
|align="center" style="background:#f0f0f0;"|'''Minimum Element Component Naming Examples'''<br />
| align="center" style="background:#f0f0f0;"|'''Retention:'''<br />
'''4 years unless otherwise noted'''<br />
|-<br />
| <span style="color: red">'''100'''||<span style="color: red">'''ADMINISTRATION'''</span>||||||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''100'''|| '''Award Letter'''||||Award YYYY-MM-DD||<br />
|-<br />
| || ||||||<br />
|-<br />
| '''101'''||'''Contract Form''' ||||||<br />
|-<br />
| ||Progress Schedule||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1130.pdf 1130]</center>||1130 YYYY-MM-DD||<br />
|-<br />
| ||Weekly Statement of Work Days Charged||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1116.pdf 1116]</center>||1116 001||<br />
|-<br />
| ||Workzone Enforcement Contracts||||||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (MSP)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/1449.pdf 1149]</center>||1449YYYY-MM-DD Job Number||<br />
|-style="background: yellow;"<br />
| ||Work Zone Agreement (Local)||<center>[https://mdotcfintra.state.mi.us/interchange/forms/pdfforms/0565.pdf 0565]</center>||0565YYYY-MM-DD Job Number||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''104'''||'''Contract Modifications'''||||||<br />
|-<br />
|||Value Engineering Change Proposal||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1962.pdf 1962]</center>||1962 YYYY-MM-DD Structural Steel ABC Contracting||<br />
|-<br />
|||Contract Modification||||CM 001||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''FHWA 1365 Pre-Approvals'''||||||<br />
|-<br />
|||FHWA 1365 Pre-Approvals||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf 1365]</center>||1365 YYYY-MM-DD Structural Steel||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Extension of Time'''||||||<br />
|-<br />
|||Extension of Time||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1100A.pdf 1100A]</center>||1100A 001||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Supporting Documents'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
| '''105'''||'''Contractor Claims and Force Account'''||||||<br />
|-<br />
|||Force Account Statement||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101.pdf 1101]</center>||1101 YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||Force Account Daily Field Record||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101A.pdf 1101A]</center>||1101A YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Force Account Work Plan||||FA Work Plan||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Damage Claim Notices'''||||||<br />
|-<br />
|||Damage Claims Notices||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1119D.pdf 1119D]</center>||1119D 001 Smith John||<br />
|-<br />
|||||||||<br />
|-<br />
|'''108'''||'''Correspondence'''||||||<br />
|-<br />
|||Email||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||General Correspondence||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||||||||<br />
|-<br />
| '''106'''||'''Estimates and Closeout Package'''||||||<br />
|-<br />
| || Construction Pay Estimate Report(Bi-Weekly Pay Estimates)||||Pay Estimate 001||<br />
|-<br />
| || Construction Pay Estimate Report(Final Pay Estimate)||||Pay Estimate 001 Final||<br />
|-<br />
| || Stockpile Data||||Stock Pile YYYY-MM-DD Steel||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Closeout Documents'''||||||<br />
|-<br />
| ||Final Acceptance/Certification Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1120.pdf 1120]</center>||1120||<br />
|-<br />
| ||Final Estimate Package Memo||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1105.pdf 1105]</center>||1105||<br />
|-<br />
| ||Final Project Review Summary||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
| ||Post Certification of Subcontract compliance (Copy)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1386.pdf 1386]</center>||1386||<br />
|-<br />
|||Final 2124A||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf 2124A]</center>||2124A ABC Contracting||<br />
|-<br />
|||Final project voucher summary(Signed from CSD)||||Final project voucher summary||<br />
|-style="background: yellow;"<br />
|||Office Technician Certificate)||||Cert OT Last Name Expiry Date||<br />
|-<br />
|||Work Completion letter from contractor||||Completion Letter YYYY-MM-DD||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Engineer Certification'''||||||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Contract/Related Documents Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Construction Item/IDR Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-HMA Items Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Material Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1972.pdf 1972]</center>||1972||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Concrete Items Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||||||<br />
|-<br />
|'''109'''||'''Preconstruction and Progress Meetings'''||||||<br />
|-<br />
|||Damage Claim Program||||Damage Claim Program||<br />
|-<br />
|||Safety Program||||Safety Program||<br />
|-style="background: yellow;"<br />
|||Contractor Lightning Plan||||Lightning QC Plan||<br />
|-<br />
|||Subcontractor's List||||Subcontractor's List||<br />
|-<br />
|||Emergency Contact List||||Emergency Contact List||<br />
|-<br />
|||Meeting Minutes||||Meeting Minutes YYYY-MM-DD||<br />
|-<br />
|||WorkZone Access Plan||||WorkZone Access Plan||<br />
|-<br />
|||||||||<br />
|-<br />
| '''102'''||'''Sub-Contracts''' ||||||<br />
|-<br />
|||Subcontract - FED||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-FED.pdf 1302-FED]</center>||1302-FED ABC Contracting||<br />
|-<br />
|||Subcontract - State||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-State.pdf 1302-State]</center>||1302-State ABC Contracting||<br />
|-<br />
|||Commercially Useful Function (CUF) Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109]</center>||4109 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||DBE Participation (blue sheets)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf 0178]</center>||0178||<br />
|-<br />
|||DBE Trucker Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1992.pdf 1992]</center>||1992||<br />
|-<br />
|||||||||<br />
|-<br />
|'''110'''||'''Utilities, Permits and Real Estate'''||||||<br />
|-<br />
|||Property Agreements and release||||Property Agreements & Release Smith John||<br />
|-<br />
|||Construction Permit||||Construction Permit||<br />
|-<br />
|||Miss Dig Document request||||Miss Dig YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''107'''||'''Warranty Documentation'''||||||<br />
|-<br />
|||Warranty Correspondence||||Corr YYYY-MM-DD GJM Warranty||<br />
|-<br />
|||Bridge||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1802.pdf 1802]</center>||1802 YYYY-MM-DD||<br />
|-<br />
|||HMA||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1134.pdf 1134]</center>||1134 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Pavement Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029]</center>||1029 Route Contractor Date Accepted||<br />
|-style="background: yellow;"<br />
|||Initial Acceptance for Bridge Warranty Work||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029A.pdf 1029A]</center>||1029A Route Contractor Date Accepted||<br />
|-<br />
|||Concrete||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1115.pdf 1115],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1831.pdf 1831],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1884.pdf 1884],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1885.pdf 1885],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1881.pdf 1881]</center>||1029 YYYY-MM-DD||<br />
|-<br />
|||CPM||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1193.pdf 1193],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1184.pdf 1184],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1046.pdf 1046],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1047.pdf 1047],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1893.pdf 1893],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1894.pdf 1894], [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1946.pdf 1946]</center>||1193 YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''103'''||'''Work Orders'''||||||<br />
|-<br />
|||Notice of Non-Compliance with Contract||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1165.pdf 1165]</center>||1165 YYYY-MM-DD||<br />
|-<br />
|||Work Orders||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1137.pdf 1137]</center>||1137 001 Drainage Changes||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''200'''</span>||<span style="color: red">'''FIELD RECORDS'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''203'''||'''Bases'''||||||<br />
|-<br />
|||Subbase||||Subbase YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregates||||Agg Base YYYY-MM-DD GJM||<br />
|-<br />
|||Rubbilizing Portland Cement Concrete Pavement||||Rubblilize pavt YYYY-MM-DD GJM||<br />
|-<br />
|||Geotextile for Base||||Geotextile YYYY-MM-DD GJM||<br />
|-<br />
|||HMA Base Crushing and Shaping||||Crush & Shape YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregate Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Subbase calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Agg Base||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Agg Base Sta 24+65 to 65+24||<br />
|-<br />
|||Aggregate Scale Check||||Scale check Producer Name YYYY-MM-DD||<br />
|-<br />
||||||||||<br />
|-<br />
|'''206'''||'''Concrete'''||||||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Roadway||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf 1174R]</center>||1174R YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Structure||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174S.pdf 1174S]</center>||1174S YYYY-MM-DD GJM||<br />
|-<br />
|||Coring Request||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0500.pdf 0500]</center>||500 YYYY-MM-DD Sta 24+65 123145||<br />
|-<br />
|||Contractor's QC Test Reports (Air, slump, temp)||||Conc QC YYYY-MM-DD ABC Contracting||<br />
|-style="background: yellow;"<br />
|||Load Transfer Assembly Inspection Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0553.pdf 0553]</center>||0553 Supplier GJM||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Concrete Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Misc Concrete||<br />
|-<br />
|||||||||<br />
|-<br />
|'''209'''||'''Delivery Tickets(Miscellaneous)'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''204'''||'''Drainage'''||||||<br />
|-<br />
|||Pumpstations||||Pumpstation YYYY-MM-DD GJM||<br />
|-<br />
|||Drainage Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
||||Sewers||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Sewers||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0555.pdf 0555]</center>||0555 YYYY-MM-DD||<br />
|-style="background: yellow;"<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results - Culverts||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0563.pdf 0563]</center>||0563 YYYY-MM-DD||<br />
|-<br />
|||Underdrains||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Culverts||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202'''||'''Earthwork'''||||||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Clay Grade||<br />
|-<br />
|||Record Of Soils Recommendations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 0583]</center>||0583 YYYY-MM-DD NB Sta 24+65 to 65+24||<br />
|-<br />
|||Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Volume Sheets||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1198.pdf 1198]</center>||1198 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Earth Work Data Sheet||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1124.pdf 1124]</center>||1124 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||||||||<br />
|-<br />
|'''205'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||HMA Crack Treatment||||HMA Crack Treatment YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Surface Seal||||Surface Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Micro-surfacing||||Micro Surfacing YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Chip Seals||||Chip Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Slurry Seal||||Slurry Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||HMA Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM HMA pavement||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Longitudinal Joint Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5621.pdf 5621]</center>||5621 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||HMA Sample Identification||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5622.pdf 5622]</center>||5622 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Core Sample Identification Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5623.pdf 5623]</center>||5623 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Mainline Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5624.pdf 5624]</center>||5624 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||STA HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5625.pdf 5625]</center>||5625 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||PWL HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5626.pdf 5626]</center>||5626 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200'''||'''Inspector's Daily Reports'''||||||<br />
|-<br />
|||IDR||||IDR YYYY-MM-DD GJM||<br />
|-<br />
|||IDR with Rev and Seq||||IDR YYYY-MM-DD GJM R1 S1||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM ADA Ramp SW Johnson Rd||<br />
|-<br />
|||Fencing||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||General Comps.||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Asbestos Report||||Asbestos Report||<br />
|-style="background: yellow;"<br />
|||Field Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0566.pdf 0566]</center>||0566 Material GJM||<br />
|-style="background: yellow;"<br />
|||Area/Volume Survey Data||||YYYY-MM-DD GJM Name of Item Of Work||<br />
|-<br />
|||Guardrail||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Slope Restoration||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector's Daily Record of Contact Removal Items||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122A.pdf 1122A]</center>||1122A YYYY-MM-DD GJM||<br />
|-<br />
|||Sketches and Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Permanent Traffic Signs||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Electrical Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202-1'''||'''NPDES and SESC Reports'''||||||<br />
|-<br />
|||NPDES||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1126.pdf 1126]</center>||1126 001 YYYY-MM-DD GJM||<br />
|-<br />
|||Environmental Permits||||Permit||<br />
|-<br />
|||Notice of Termination(NOT)||||NOT||<br />
|-<br />
|||Notice of Completion(NOC)||||NOC||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200-1'''||'''Photographs & Videos'''||||||<br />
|-<br />
|||Photo||||Photo YYYY-MM-DD GJM Station 24+65 Broken Casting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-1'''||'''Request For Information(RFI)'''||||RFI YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201'''||'''Shop Drawing and submittals'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Approved||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Original Comments'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Rejected'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Rejected||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Review in Progress'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Pending||<br />
|-<br />
|||||||||<br />
|-<br />
|'''207'''||'''Structure'''||||||<br />
|-<br />
|||Bridge Decks Concrete Depth Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1131.pdf 1131]</center>||1131 YYYY-MM-DD GJM B01 Wet||<br />
|-<br />
|||Bridge Reinforcing Computations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1138.pdf 1138]</center>||1138 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Foundation Piling Record (LRFD)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1161L.pdf 1161(L)]</center>||1161 YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Pile Driving Table||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157A.pdf 1157A]</center>||1157A YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Structure - Clearance Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1190.pdf 1190]</center>||1190 YYYY-MM-DD GJM US131 S02||<br />
|-<br />
|||Structure Painting forms||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1941.pdf 1941]</center>||1941 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157.pdf 1157]</center>||1157 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Records, LRFD||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157L.pdf 1157L]</center>||1157L YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Inspection Records for Highway Signs||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Excavation/concrete placement for bridges||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1448.pdf 1448]</center>||1448 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Micropile Installation Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1989.pdf 1989]</center>||1989 YYYY-MM-DD GJM B01 Abut A Pile 24||<br />
|-<br />
|||Cofferdam Installation, Piling Placement, and Tremie Pour Inspector's Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1990.pdf 1990]</center>||1990 YYYY-MM-DD GJM B01 Abut A||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM B01 Superstructure||<br />
|-<br />
|||Sheet Piling and Cofferdams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Precast Concrete Beams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Mechanically Stablized earth retaining wall system checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1447.pdf 1447]</center>||1447 YYYY-MM-DD||<br />
|-<br />
|||Hydrodemolition Documents||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waterproofing||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waste Profile Forms||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Bridge Deck Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2082.pdf 2082]</center>||2082 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Deck overlay Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2083.pdf 2083]</center>||2083 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Painting Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2081.pdf 2081]</center>||2081 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Sketches and Calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-2'''||'''Survey'''||||||<br />
|-<br />
|||Contractor Staking Quality Control Plan||||CSQCP YYYY-MM-DD||<br />
|-<br />
|||Staking Request||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5300.pdf 5300]</center>||5300 YYYY-MM-DD||<br />
|-<br />
|||As-constructed Earth Work Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Cross-Sections||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208-1'''||'''Traffic'''||||||<br />
|-<br />
|||Inspector's Checklist For Inspection for Solar Boards||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1013S.pdf 1013S]</center>||1013S YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||MDOT Lane Closure Notification/Request Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0561.pdf 0561]</center>||0561 Route - Request # GJM||<br />
|-<br />
|||Mobility Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1998.pdf 1998]</center>||1998 YYYY-MM-DD GJM||<br />
|-<br />
|||Pavement Marking Material Verification Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1585.pdf 1585]</center>||1585 YYYY-MM-DD GJM||<br />
|-<br />
|||Drilled Shaft Inspection Record for Highway signs, Luminaires, TS||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Traffic Control Report Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1996.pdf 1996]</center>||1996 YYYY-MM-DD GJM||<br />
|-<br />
|||Traffic Advisories||<CENTER>Document</center>||(Name of advisory) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''300'''||<span style="color: red">'''MATERIAL TESTING'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''303'''||'''Bases'''||||||<br />
|-<br />
|||Aggregate Inspection Daily Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1900.pdf 1900]</center>||1900 001||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0504.pdf 0504]</center>||0504 YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||Mechanical Analysis Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1901.pdf 1901]</center>||1901 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306'''||'''Concrete'''||||||<br />
|-<br />
|||Concrete Plant Equipment Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580.pdf 0580]</center>||0580 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580A.pdf 0580A]</center>||0580A YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Proportioning Plant Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174.pdf 1174]</center>||1174 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Quality Assurance Plan||||Conc QA Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Concrete Quality Control Plan||||Conc QC Plan YYYY-MM-DD||Permanent<br />
|-style="background: yellow;"<br />
|||Mix Design Review Checklist<br />
||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2000.pdf 2000]</center>||2000 YYYY MM DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0503.pdf 0503]</center>||0503 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||JMF Concrete Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1976.pdf 1976]</center>||1976 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Pavement Core Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0502.pdf 0502]</center>||0502 YYYY-MM-DD GJM Sta 24+65||Permanent<br />
|-<br />
|||Weekly Summary Of Cert. Concrete/Comm. Central-Transit Mix||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1155.pdf 1155]</center>||1155 YYYY-MM-DD CC152||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spread sheets||||(Name of item of work) YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306-1'''||'''Concrete Cylinder Break'''||||||<br />
|-<br />
|||Concrete Cylinder Break||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1999.pdf 1999]</center>||1999 YYYY-MM-DD GJM B01||Permanent<br />
|-<br />
|||Report Of Modulus Of Rupture||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1160.pdf 1160]</center>||1160 YYYY-MM-DD GJM Concrete Pavement 24+65||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''301'''||'''Density'''||||||<br />
|-<br />
||||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0509.pdf 0509]</center>||0509 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Moisture and Density Determination of Soils||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582B.pdf 0582-B]</center>||0582-B YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Record of Density Retests||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582A.pdf 0582-A]</center>||0582-A YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''304'''||'''Drainage'''||||||<br />
|-<br />
|||Field Report For Concrete Pipe||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920.pdf 1920]</center>||1920 YYYY-MM-DD GJM 36 inch||Permanent<br />
|-<br />
|||Field Report For Precast Drainage Items||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920A.pdf 1920A]</center>||1920A YYYY-MM-DD GJM 60 inch Structure||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''305'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||Daily Report of Bituminous Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center>||1903 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||HMA Quality Control Plan||||HMA QC Plan||Permanent<br />
|-<br />
|||HMA Quality Assurance Plan||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0587.pdf 0587]</center>||0587 HMA QA Plan||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1842.pdf 1842]</center>||1842||Permanent<br />
|-<br />
|||Job Mix Formula (JMF) Bituminous Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1911.pdf 1911]</center>||1911 5E3 123145||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907J.pdf 1907J]</center>||1907J YYYY-MM-DD Lot 1 Sublot 2 123145||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-style="background: yellow;"<br />
|||Cold Milling Plan||||Cold Milling QC Plan||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spreadsheet||||(Name of item of work) YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''309'''||'''Material Certifications'''||||||<br />
|-<br />
|||Shipment Of Tested Stock Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1922.pdf 1922]</center>||1922 001||Permanent<br />
|-<br />
|||Material Certifications||<center>Cert</center>||Cert 001||Permanent<br />
|-style="background: yellow;"<br />
|||Transfer Of Tested Materials Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1178.pdf 1178]</center>||1178 001 Material Name||Permanent<br />
|-<br />
|||Test Report||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''300'''||'''Material Source List'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||||||<br />
|-<br />
|||Material Source List||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0501.pdf 0501]</center>||0501 001||Permanent<br />
|-<br />
|'''308'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Report of Test||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''307'''||'''Structure'''||||||<br />
|-<br />
|||LRFD Pile and Driving Equipment Data||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1956.pdf 1956]</center>||1956 YYYY-MM-DD GJM S02||Permanent<br />
|-<br />
|||Magnetic Particle Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538A.pdf 0538-A]</center>||0538A YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Report Of Ultrasonic Examination Of Welds||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538B.pdf 0538-B]</center>||0538B YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Structure Foundation Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0579.pdf 0579]</center>||0579 YYYY-MM-DD GJM S02 Pier 2||Permanent<br />
|-<br />
|||Welding Plan||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0395.pdf 0395]</center>||0395 123145||Permanent<br />
|-<br />
|||Welding Certs||||Welder Smith John *1G SMAW||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''308-1'''||'''Traffic'''||||||<br />
|-<br />
|||Cantilever and Bridge Mount Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0519.pdf 0519]</center>||0519 YYYY-MM-DD GJM Cantiliever Sta 24+65 Rt||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''400'''||<span style="color: red">'''INTERNAL USE ONLY'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''401'''||'''Certified Payrolls'''||||||<br />
|-<br />
|||Certified Payrolls||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=CP-347.pdf CP-347]</center>||CP347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Wage and Hour Division (WHD)||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||WH347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Unapproved||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||||<br />
|-<br />
|||Certified Payroll Review Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1952.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Certified Payroll Status Log||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1954.pdf 1954]</center>||1954 ABC Contracting||<br />
|-<br />
|||Contractor’s Certified Payroll||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1955.pdf 1955]</center>||1955 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Jobsite Poster Inspection Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier1||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T1.pdf 1156-T1]</center>||1156-T1 Contractor Trade YYYY-MM-DD Last Name||<br />
|-style="background: yellow;"<br />
|||Minimum Wage Rate - Interview Sheet Tier2||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T2.pdf 1156-T2]</center>||1156-T2 Contractor Trade YYYY-MM-DD Last Name||<br />
|-<br />
|||Apprenticeship & Trainee Reports||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''402'''||'''Consultant Contracts'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''400'''||'''Contractor Performance Evaluations(CPE)'''||||||<br />
|-<br />
|||Contractor Performance Evaluations(CPE)||||CPE Interim ABC Contracting<br />
CPE Final ABC Contracting<br />
|-<br />
|'''403'''||'''Internal Claim Documents'''||||||<br />
|-<br />
|||Contractor Claims||||Claim 001 Lead Paint Removal ABC Contracting||7 Years<br />
|-<br />
|||Blue Book Sheets||||Blue Book Cat 650 XLT ABC Contracting||7 Years<br />
|-<br />
|||||||||<br />
|-<br />
|'''404'''||'''QA Random Numbers'''||||||<br />
|-<br />
|||Concrete||||Conc Rand Number||<br />
|-<br />
|||HMA||||HMA Rand Number||<br />
|-style="background-color: black; height:20px"<br />
|||||||||<br />
|-<br />
|||'''MDOT Oversight (local agency specific)'''||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1963.pdf 1963]</center>||1963 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1964.pdf 1964]</center>||1964 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1965.pdf 1965]</center>||1965||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|}<br />
<br />
{|<br />
|-<br />
| Recommended 2nd Descriptors:|| style="text-align:right"|Positions: || 1F, 2F, 3F, 4F, 1G, 2G, 3G, 4G, etc.<br />
|-<br />
| || style="text-align:right"|Type: || SMAW, SAW, FCAW, GMAW, TIG<br />
|}<br />
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<br />
===[[#Resources|Resources]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
! File Name !! Description <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/e/e2/MDOT_ProjectWise_Explorer_Install.pdf MDOT ProjectWise Explorer Install] || A guide for External Users for Installing ProjectWise Explorer <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo with an iOS device(iPhone, iPad, etc.)<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/1/15/ProjectWise_Unique_SP_search.pdf ProjectWise Unique Search] || Guidance for Using one of the Search Features of ProjectWise<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf ProjectWise Web Quick Reference Card] || A brief outline of features within ProjectWise Web<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad] || Guidance for configuring an iPhone to be used as a mouse for an iPad which is running in a Citrix Environment <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/7/7c/Remoting_via_Citrix_Receiver.pdf Remoting via Citrix Reciever] || Using the Citrix iPad application to remotely access another computer<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction Documents] || Guidance for how to electronically file a variety of documents into ProjectWise<br />
|-<br />
|}<br />
<br />
<br />
{{top}}<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=6035Main Page2020-09-15T19:25:38Z<p>McGowanR: /* Recent Minor Changes */ Updated Minor Change Table to reflect recent update to contact information for MDOT's Title VI Coordinator to Orlando Curry 517-241-7462</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>8/12/2020</center>||<center>4</center>||<center>[[Mandrel_Testing_of_Plastic_Pipe|Mandrel Testing of Plastic Pipe]]</center>||A new Mandrel Testing of Plastic Pipe page was created to provide all-inclusive, in-depth descriptions with images. In sections 401 and 402, under Mandrel Testing, there is a link to the new page.||[http://mdotwiki.state.mi.us/construction/index.php/Mandrel_Testing_of_Plastic_Pipe View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Local_Agency_Program_(LAP)|Local Agency Program (LAP)]]</center>||Updated Local Agency Program (LAP) guidance including an index for program specific project administration instructions labeled as 'LAP Project Considerations' within various sections of the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Local_Agency_Program_%28LAP%29&diff=5987&oldid=5715 Compare Here]<br />
|-<br />
|<center>8/3/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment#Prompt_Payment|109.08]]</center>||Updated MERS User Guide||[http://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5997&oldid=5782 Compare Here]<br />
|-<br />
|<center>7/30/2020</center>||<center>1</center>||<center>[[Structural_Fabrication_Quality_Manual|105]]</center>||Created new Structural Fabrication Quality Manual page under Section 105||[http://mdotwiki.state.mi.us/construction/index.php/Structural_Fabrication_Quality_Manual View Here]<br />
|-<br />
|<center>7/28/2020</center>||<center>8</center>||<center>[[812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#top|812]]</center>||Added new subsection "Overhead Sign Covers" with examples||[http://mdotwiki.state.mi.us/construction/index.php/812_-_Temporary_Traffic_Control_for_Construction_Zone_Operations#OVERHEAD_SIGN_COVERS View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Materials|109.05]]</center>||Removed Proof of Payment Requirement for Materials in Force Account||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5915&oldid=5620 Compare Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|105]]</center>||Added 2020 MQAP content||[http://mdotwiki.state.mi.us/construction/index.php/Materials_Quality_Assurance_Procedures_Manual#2020_Summary_of_Revision_to_the_MQAP View Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[104.07_Contractor_Obligations#Project_.26_Worksite_Safety|104.07]]</center>||Updated content for the Project & Worksite Safety subsection||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&action=historysubmit&diff=5871&oldid=5826 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions|FPR Frequently Asked Questions]]</center>||Created a new FPR Frequently Asked Questions page||[http://mdotwiki.state.mi.us/construction/index.php/FPR_Frequently_Asked_Questions View Here]<br />
|-<br />
|<center>6/25/2020</center>||<center>1 Supplemental</center>||<center>[[FHWA_CAP_Action_Plans|FHWA CAP Action Plans]]</center>||Created a new FHWA CAP Action Plans page to address IDR issues||[http://mdotwiki.state.mi.us/construction/index.php/FHWA_CAP_Action_Plans View Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review_Report|Final Project Review Report]]</center>||Created a new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review_Report View Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Review|Interim File Review]]</center>||Created a new Interim File Review page||[http://mdotwiki.state.mi.us/construction/index.php/Interim_File_Review View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
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<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>9/15/2020</center>||<center>Disadvantaged Business Enterprises (DBE)</center>||<center>[[Disadvantaged_Business_Enterprises_(DBE)#Title_VI_Coordinator|Disadvantaged Business Enterprises (DBE)]]</center>||Updated contact information for MDOT's Title VI Coordinator to [mailto:CurryO@michigan.gov Orlando Curry] 517-241-7462||[http://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_%28DBE%29&diff=6034&oldid=5825 View Here]<br />
|-<br />
|<center>8/11/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Record Certification List with added Consultants||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process#Current_Certified_Engineers View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager#LAP_Project_Considerations|FieldManager]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/FieldManager#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Design/Construction Package Evaluation||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2|Plans, Proposal, Input, Review and Evaluation]]</center>||Added 'LAP Project Considerations' to the section under Post-Construction Reviews||[http://mdotwiki.state.mi.us/construction/index.php/Plans,_Proposal,_Input,_Review_and_Evaluation#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting#LAP_Project_Considerations|102]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Preconstruction_Meeting#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.01_Prequalification_of_Bidders#LAP_Project_Considerations|102.01]]</center>||Added 'LAP Project Considerations' to the section under Processing of Contractor Performance Evaluations||[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations|102.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Extending_Project_Limits#LAP_Project_Considerations|103]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Extending_Project_Limits#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#LAP_Project_Considerations|103.02]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/103.02_Contract_Revisions#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations|104.10]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[108.07_Extension_of_Time_on_Work_Day_Contracts|108.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/108.07_Extension_of_Time_on_Work_Day_Contracts View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations|108]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/Project_Delays_Due_to_a_Utility_Company#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Acceptance of work||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Inspection, Acceptance, and Final Payment-Pay Estimate and Inactive Project Notification||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_2 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3|109.07]]</center>||Added 'LAP Project Considerations' to the section under Final Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_3 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_4 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5|109.07]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_5 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6|109.07]]</center>||Added 'LAP Project Considerations' to the section under Required Signature on Construction Pay Estimates||[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#LAP_Project_Considerations_6 View Here]<br />
|-<br />
|<center>8/4/2020</center>||<center>1 Supplemental</center>||<center>[[E-Construction#LAP_Project_Considerations|e-Construction]]</center>||Added 'LAP Project Considerations' to the section||[http://mdotwiki.state.mi.us/construction/index.php/E-Construction#LAP_Project_Considerations View Here]<br />
|-<br />
|<center>7/27/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Updated MDOT Production Rates link. Old link did not work properly.||[http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal_-_Progress_Clause#Construction_Time_Estimates_-_Production_Rates View Here]<br />
|-<br />
|<center>7/22/2020</center>||<center>1 Supplemental</center>||<center>[[FieldManager|FieldManager]]</center>||Updated Content for Showing Detail Calculations on Inspector’s Daily Report and Added Rounding Convention Example||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5938&oldid=5875 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[FPR_Frequently_Asked_Questions#How_is_the_Final_Project_Review_Report_updated.3F|FPR Frequently Asked Questions]]</center>||Added FPR Report User Guide link to FPR FAQ page||[http://mdotwiki.state.mi.us/construction/index.php?title=FPR_Frequently_Asked_Questions&diff=5868&oldid=5867 Compare Here]<br />
|-<br />
|<center>6/30/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Added FAQs link for Final Project Review to page||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5859&oldid=5849 Compare Here]<br />
|-<br />
|<center>6/24/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Added links to the new Final Project Review Report page||[http://mdotwiki.state.mi.us/construction/index.php?title=Project_Closeout_Escalation_of_Accountability&diff=5845&oldid=5815 Compare Here]<br />
|-<br />
|<center>6/17/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Reformatted the Certified Engineer Renewal Process for clarity||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Engineer_Process&diff=5841&oldid=5840 Compare Here]<br />
|-<br />
|<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Updated Final Project Review page with Interim File Review link||[http://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review&diff=5831&oldid=5813 Compare Here]<br />
|-<br />
|<center>06/01/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process#Current_Certified_Engineers|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/e/e7/Eng_Record_Cert_list_06-01-2020.pdf View Here]<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
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|}<br />
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=[[#Preamble|Preamble]]=<br />
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This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
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This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Disadvantaged_Business_Enterprises_(DBE)&diff=6034Disadvantaged Business Enterprises (DBE)2020-09-15T17:39:29Z<p>McGowanR: /* Title VI Coordinator */ Updated Contact information to Orlando Curry</p>
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<div><center>[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/Disadvantaged_Business_Enterprises_(DBE) Email this Page]</center><br />
===[[#Equal Employment Opportunity|Equal Employment Opportunity]]===<br />
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MDOT must ensure that all federal-aid contractors, sub-contractors, vendors, and material suppliers do not discriminate in employment and contracting practices based on race, color, religion (in the context of employment), sex, national origin, age, or disability.<br />
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Any deficiencies noted in a contractor’s EEO program are to be provided to the [mailto:MDOT-DBE@michigan.gov MDOT Office of Business Development (OBD)] at 866-323-1264.<br />
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A contractor’s affirmative action plan is to be comprised of the following contractual requirements: EO provisions, training provisions, Federal Highway Administration (FHWA) Form 1273, Title VI (under Appendix C of the project proposal) and Disadvantaged Business Enterprise (DBE) goals and provisions.<br />
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===[[#Title VI Coordinator|Title VI Coordinator]]=== <br />
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Orlando Curry is MDOT’s Title VI Coordinator. Orlando can be contacted at 517-241-7462 or at [mailto:CurryO@michigan.gov Orlando Curry] for any issues related to civil rights.<br />
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===[[#Title VI Definition|Title VI Definition]]===<br />
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No person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity funded in whole or in part with federal funds.<br />
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===[[#Equal Opprotunity (EO) Contract Compliance|Equal Opprotunity (EO) Contract Compliance]]===<br />
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MDOT’s OBD conducts federally-required EO and EEO compliance reviews as part of its monitoring responsibilities. OBD staff determines whether the contractor took all necessary and reasonable steps to comply with these requirements.<br />
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EO requirements in FHWA, Form 1273, Required Contract Provisions Federal-Aid Construction Contracts, apply to all contractors, subcontractors, vendors and suppliers on all federal-aid contracts of $10,000 or more. As specified in FHWA Form 1273, the contractor (or subcontractor) must include this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services).<br />
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FHWA Form 1273 is to be physically incorporated in each federal-aid highway construction contract and subcontract. Form 1273 may be bound electronically into an electronic contract/subcontract (PDF format) but may not be left out and only referenced (website location, etc.) as it must be physically included in every contract/subcontract. The construction/project engineer should discuss FHWA Form 1273 at the preconstruction meeting.<br />
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The construction/project engineer must ensure that contractors EO posters are in order and conspicuously placed on the project site as the FHWA requires contractors to prominently display posters in areas available to employees and applicants for employment during the life of the project. The poster display is to include the prime contractor’s EEO policy statement and the name and contact information of the prime’s EEO Officer. All notices and posters are to be legible, protected from the elements, and the dates must be shown. Mobile operations can have the posters located in a vehicle. Complete [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf Form 1967], Jobsite Poster Inspection Checklist, at the start of construction operations and any time the poster display is moved. The form is an aid to make sure that the contractor is following the proper procedure and is to be placed in the project files after completion of the form.<br />
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Job site posters should be discussed at the preconstruction meeting. The required job site posting information can be found under Section C at the following MDOT website: http://www.michigan.gov/mdot/0,4616,7-151-9622_11044_11367-222170--,00.html. <br />
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If construction staff receives a complaint from the employee of a contractor or subcontractor they are to notify through email [mailto:DBE@michigan.gov OBD] or call at 866-323-1264 (all MDOT Regions except Metro) or 866-323-4009 (Metro Region).<br />
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If construction staff receives a complaint involving an MDOT employee or other persons who are not employees of contractors on a project, they are to contact the MDOT Title VI Coordinator.<br />
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Construction staff is to evaluate any problems or issues encountered with EEO, DBE or Title VI compliance when completing contractor performance evaluations.<br />
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===[[#On-The-Job Training|On-The-Job Training]]===<br />
<br />
MDOT’s OJT program is based on requirements of Appendix B to Subpart A of Title 23 Code of Federal Regulations Part 230 [https://ecfr.io/Title-23/cfr230_main (23 CFR Part 230)], which requires inclusion of training special provisions in federal-aid construction contracts. The OJT program provides opportunities for unskilled workers to acquire training in skilled construction trades. The primary objective of the OJT program is to train and upgrade minorities, women, and disadvantaged persons toward full journey-level status and to provide opportunities for trainees to become part of a contractor’s permanent workforce. OJT program details are available from MDOT’s OBD or on the web at http://michigan.gov/ojt.<br />
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===[[#Disadvantages Business Enterprises (DBE)|Disadvantages Business Enterprises (DBE)]]===<br />
<br />
DBE companies are contractors (prime, sub, sub-sub, etc.), truckers, materials suppliers, consultants and other service providers who are certified as having met requirements of [https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr26_main_02.tpl 49 CFR Part 26]. A current list of all DBE companies certified to work in Michigan by work classification and work type is available at: http://www.michigan.gov/mucp<br />
<br />
The document titled, 2013 DBE Program Procedures, is MDOT’s federally-approved plan for its DBE program. This document contains detailed information and is available at http://www.michigan.gov/mdotdbe under the Resources link.<br />
<br />
DBE race-conscious (RC) participation goals are expressed as a percentage of work which must be contracted to DBE companies for applicable projects with a DBE goal. On RC projects the prime contractor is required to provide DBE commitment sheets ([http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf Form 0178], Disadvantaged Business Enterprise (DBE) Participation) prior to contract award. The construction/project engineer is notified via email (or file presence in ProjectWise) of the prime contractor DBE commitments on RC projects or when there are changes in the goal or DBE companies committed to the project. These notifications are to be provided to construction staff assigned to the project. DBE commitments, subcontracts, and the current DBE goal (when applicable) assigned to a project are posted on MDOT’s Construction Contract Inquiry website at http://mdotcf.state.mi.us/public/trnsport/.<br />
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The following tasks related to DBE oversight are to be completed on all federally funded projects. The task list provides guidance to project construction staff related to their responsibilities for oversight of DBE compliance.<br />
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:1.Collect all DBE subcontracts and purchase orders from prime contractor. Provide copies of purchase orders to OBD with the respective [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109 form] submittal.<br />
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:2.Review DBE commitment sheets ([http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf form 0178], also known as blue sheets) for awareness and knowledge.<br />
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:3.Monitor and document DBE work operations.<br />
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:4.Monitor and document Commercially Useful Function (CUF) compliance ([http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf form 4109]) during construction operations and provide a copy of [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf form 4109] to OBD as noted on the form.<br />
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:5.Monitor compliance with DBE commitments (work type, amounts committed, DBE payments, etc.).<br />
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:6.Monitor overall DBE participation percentage as construction work progresses.<br />
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:7.Calculate the final overall DBE participation percentage to check for compliance with the contract requirements. Contact OBD with non-compliance issues.<br />
<br />
:8.Document all DBE contracting issues, concerns, problems, etc. and provide to OBD for discussion and resolution.<br />
<br />
:9.Provide all DBE substitution forms in accordance with form instructions and distribution lists.<br />
<br />
When the construction/project engineer becomes aware that a DBE goal will not be met due to the inability of a DBE to perform work, changes in DBE subcontracting, reduced quantities, changes in the work, etc., the construction/project engineer must direct the contractor to submit a specific plan to address the goal deficiency to the engineer. The construction/project engineer will provide a copy of the submitted plan to OBD.<br />
<br />
The contractor may, after award, request a waiver or modification of the DBE participation goal. The contractor must submit evidence of good faith efforts to meet the DBE participation goal. This includes documentation to support that the amount of contract work remaining was carefully reviewed to identify other work which could be subcontracted to DBE firms.<br />
<br />
If the prime contractor is not meeting its RC DBE participation goal after project award, it must request a post award waiver or modification of the goal. These requests are to be submitted with [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0188.pdf Form 0188], Contractor Good Faith Effort Application. Requests for waiver or modification of a DBE participation goal must be submitted to OBD immediately upon awareness.<br />
<br />
Contractors are not allowed to arbitrarily reduce the amount of work committed to DBE companies or terminate a DBE subcontractor without construction/project engineer approval, including the self performance of previously committed DBE work. The construction/project engineer is to be notified of a DBE company’s inability to perform work and the contractor’s intent to obtain a substitute DBE on projects with race-conscious (RC) DBE participation goals. A DBE who is unable to perform work must be given five business days written notice by the contractor of their intent to obtain a substitute DBE. The contractor is required to provide copies of the notice to the construction/project engineer and OBD. To substitute DBE companies, the prime contractor must then submit Form 0196, Request to Replace Disadvantaged Business Enterprise. The construction/project engineer must review and approve (in consultation with OBD) any DBE substitutions before submitting the approved form to the MDOT Contract Services Division.<br />
<br />
Work items, if applicable and available, must be properly assigned in FieldManager to the respective DBE company. Construction staff must document work done by all DBE companies, including truckers, suppliers, service providers, and subcontractors. Documentation is to occur on the Inspector Daily Reports (IDR) or the Commercially Useful Function [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf Form 4109] submittal and should include any concerns or problems. All potential field concerns are to be discussed with OBD staff.<br />
<br />
Contractors are not required to request approval when replacing or removing a DBE company on a race neutral (RN) project. There is no distinction between DBE and non-DBE companies on RN projects. Contractors must simply follow subcontracting guidelines when changing subcontractors.<br />
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<br />
===[[#DBE Construction Engineers and Technicians|DBE Construction Engineers and Technicians]]===<br />
<br />
MDOT has assigned construction engineers and technicians by region to help DBE companies bidding or working on construction contracts. The DBE Technician list is available at: http://www.michigan.gov/mdotdbe under the contacts heading.<br />
<br />
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===[[#Third Party Complaints|Third Party Complaints]]===<br />
<br />
Any person may file a written complaint alleging that a currently certified firm is in violation of DBE regulations. Complaints must be filed with OBD in writing no later than 180 days after the date of an alleged violation. For further information, refer to the DBE Program Procedures as discussed previously.<br />
<br />
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===[[#DBE Commercially Useful Function (CUF) Requirements|DBE Commercially Useful Function (CUF) Requirements]]===<br />
<br />
Field direction on this issue can be reviewed with the applicable [[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#General_Information_from_BOH_IM|Construction Manual article]].<br />
<br />
{{top}}<br />
<br />
===[[#Joint Checks|Joint Checks]]===<br />
<br />
A joint check is a two party check between a subcontractor, a prime contractor, and a materials supplier. Joint check arrangements must be approved by OBD and the Contract Services Division in advance of use. MDOT [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0183.pdf Form 0183], Application to Use Joint Checks, is included in project proposals and must be submitted to the OBD for approval at least two weeks in advance of use of any joint checks.<br />
<br />
{{top}}<br />
<br />
===[[#DBE Documentation| DBE Documentation]]===<br />
<br />
The construction/project engineer should compare names of DBE companies and payments listed via submittal of [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf form 2124A] with the following items to check for discrepancies or compliance issues:<br />
<br />
*DBE companies listed on MDOT [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf Form 0178], Disadvantaged Business Enterprise (DBE) Participation.<br />
*The types of work listed on [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf forms 0178] or [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0182.pdf 0182] with the services/work classification listed on [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf form 2124A].<br />
*Project scheduling and anticipated work presence by DBE companies.<br />
*Any reports of non-compliance with prompt payment requirements.<br />
<br />
Construction/Project engineers should question any deductions shown on [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf form 2124A]. Contractors are not permitted to hold any type of retainage per MDOT policy. Holding of retainage or making partial payment to subcontractors for work that was approved and paid by MDOT is to be reported to the Construction Field Services Division.<br />
<br />
Form 2124A, Prime Contractor Bi-Weekly Statement of Subcontractor/Supplier Payments, is to be electronically completed by the contractor in the MERS database on a bi-weekly basis whenever a pay estimate is generated by the engineer. The final 2124A submittal must be electronically signed by the prime contractor and all Disadvantaged Business Enterprise (DBE) subcontractors at any level. In order to facilitate multiple signatures, the prime contractor does not need to have all of the required DBE signatures on one document. Individual 2124A documents can be used to obtain and provide DBE signatures.<br />
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<br />
===[[#Questions|Questions]]===<br />
<br />
OBD can be contacted at [MAILTO:MDOT-DBE@michigan.gov MDOT-DBE@michigan.gov] with any DBE related questions or concerns. Messages can be left at 866-323-1264 or 866-323-4009 and an OBD staff person will respond.<br />
<br />
Please share this information with consultants and local agencies in your area. If you have any questions, please contact Jason Gutting, Engineer of Construction Operations, at [mailto:guttingj@michigan.gov Jason Gutting] or 517-636-6334.<br />
<br />
{{top}}<br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Section 102]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5819Main Page2020-05-21T12:53:16Z<p>McGowanR: /* New FieldManager Helpdesk Number */ minor edit to syntax/tense</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number was deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109.07]]</center>||Removed the e-File Project Review Procedures from Section 109.07||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5812&oldid=5776 Compare Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Letter_to_File|Letter to File]]</center>||Created a new Letter to File page||[http://mdotwiki.state.mi.us/construction/index.php/Letter_to_File View Here]<br />
|-<br />
|<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[Project_Closeout_Escalation_of_Accountability|Project Closeout Escalation of Accountability]]</center>||Created a new Project Closeout Escalation of Accountability page||[http://mdotwiki.state.mi.us/construction/index.php/Project_Closeout_Escalation_of_Accountability View Here]<br />
|-<br />
|<center>5/12/2020</center>||<center>1 Supplemental</center>||<center>[[Final_Project_Review|Final Project Review]]</center>||Created a new Final Project Review page||[http://mdotwiki.state.mi.us/construction/index.php/Final_Project_Review View Here]<br />
|-<br />
|<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engineer_Process|Certified Engineer Process]]</center>||Created new Certified Engineer Process page||[http://mdotwiki.state.mi.us/construction/index.php/Certified_Engineer_Process View Here]<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>5/1/2020</center>||<center>1 Supplemental</center>||<center>[[Dispute_Review_Board_(DRB)| Dispute Review Board (DRB)]]</center>||Added updated DRB Procedures to include those let on and after 6-5-2020/Removed older links||[http://mdotwiki.state.mi.us/construction/index.php?title=Dispute_Review_Board_%28DRB%29&diff=5792&oldid=5137 Compare Here]<br />
|-<br />
|<center>4/30/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Office_Technician_Process| Certified Office Technician Process]]</center>||Edited page to reflect only Certified Technician Process information||[http://mdotwiki.state.mi.us/construction/index.php?title=Certified_Office_Technician_Process&diff=5787&oldid=5720 Compare Here]<br />
|-<br />
|<center>4/29/2020</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Non-Payment_Claims| 109.07]]</center>||Removed "Review of Prompt Payment Complaints" section as it's now its own page||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5776&oldid=5730 Compare Here]<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|}<br />
</div><br />
<br />
{{top}}<br />
<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
{{top}}<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5767Main Page2020-04-27T21:11:16Z<p>McGowanR: /* Recent Minor Changes */ Revised link location in Minor Change Table</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number will be deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php/Main_Page#New_FieldManager_Helpdesk_Number Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|}<br />
</div><br />
<br />
{{top}}<br />
<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
{{top}}<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5766Main Page2020-04-27T20:48:03Z<p>McGowanR: Update related to new Helpdesk number going from 517-322-1556 to 1-844-4MI-MDOT (1-844-464-6368)</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#New FieldManager Helpdesk Number|New FieldManager Helpdesk Number]]==<br />
The FieldManager Helpdesk activated its new phone number, '''1-844-4MI-MDOT''' (1-844-464-6368). On the new phone menu, you can reach the FieldManager Helpdesk by selecting option 2 for AASHTOWare and then option 3 for FieldManager. The old number will be deactivated on May 1st. The new number is part of the new unified help desk solution, MI MDOT Software Support, used to track and resolve software related issues from customers.<br />
[[File:MI MDOT Software Support.png|center|200px]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>4/21/2020</center>||<center>1</center>||<center>[[109.08_Prompt_Payment|109.08]]</center>||Created new Prompt Payment section with flow chart ||[http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment View Here]<br />
|-<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
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<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>4/27/2020</center>||<center>1</center>||<center>[[101.04_-_Inspector%27s_Daily_Reports|101.04 Inspector Daily Reports]]<hr>[[FieldManager|FieldManager]]</center>||Updated Helpdesk number from 517-322-1556 to '''1-844-4MI-MDOT''' (1-844-464-6368) in these sections along with the Main page [http://mdotwiki.state.mi.us/construction/index.php?title=Current_News&action=edit&redlink=1 Current News] area above<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=101.04_-_Inspector%27s_Daily_Reports&diff=5765&oldid=1534 Compare Here]<hr>[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764&oldid=5713 Compare Here]<br />
|-<br />
|<center>4/22/2020</center>||<center>1</center>||<center>[[102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_(DBEs)#Prompt_Payment| 102.18]]</center>||Added the newly created Prompt Payment link to Section 102.18<br />
||[http://mdotwiki.state.mi.us/construction/index.php?title=102.18_Subletting_Contract_Work_to_Disadvantaged_Business_Enterprises_%28DBEs%29&diff=5757&oldid=5164 Compare Here]<br />
|-<br />
|<center>4/15/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Manual to Density Testing and Inspection Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5747&oldid=5745 Compare Here]<br />
|-<br />
|<center>4/14/2020</center>||<center>1</center>||<center>[[105.01_Quality_and_Scope_of_Supply| 105.01]]</center>||Changed Density Control Handbook to Density Control Manual||[http://mdotwiki.state.mi.us/construction/index.php?title=105.01_Quality_and_Scope_of_Supply&diff=5745&oldid=4928 Compare Here]<br />
|-<br />
|<center>3/30/2020</center>||<center>1</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| 107]]</center>||Updated Jobsite Poster||[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING View Here]<br />
|-<br />
|<center>3/20/2020</center>||<center>1</center>||<center>[[Process_for_Documenting_Certified_Materials_in_FieldManager| 105]]</center>||Deleted information no longer applicable, or is covered in other documents/Renamed section due to changes||[http://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737&oldid=4931 Compare It]<br />
|-<br />
|<center>3/18/2020</center>||<center>1</center>||<center>[[108.01_Subcontracting_of_Contract_Work| 108.01]]</center>||Updated links to the new 1302-Fed form.||[http://mdotwiki.state.mi.us/construction/index.php?title=108.01_Subcontracting_of_Contract_Work&diff=5734&oldid=4975 Compare Here]<br />
|-<br />
|<center>2/21/2020</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#General_Contract_Modification_Information| 103.02]]</center>||General Contract Modification Information Format Revision||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5728&oldid=5714 Compare It]<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|}<br />
</div><br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5764FieldManager2020-04-27T20:03:31Z<p>McGowanR: Updated HelpDesk number from 517-322-1556 to 1-844-4MI-MDOT (1-844-464-6368)</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
<br />
==[[#FieldManager|FieldManager]]==<br />
[http://michigan.gov/mdot/0,1607,7-151-9625_47921---,00.html FieldManager] is a construction management system employed by over 1000 users to manage and track road and bridge construction projects in Michigan. It will be used by MDOT’s Region, TSC and construction field offices, local government agencies and construction consultants. Business functions automated by FieldManager include the following.<br />
<br />
* Contractor payments<br />
* Inspector’s Daily Reports (IDR)<br />
* Daily Diaries<br />
* Work item progress<br />
* Contract Modifications<br />
* Material usage<br />
* Stockpile management<br />
* Estimates<br />
* Project finalizations<br />
<br />
Construction projects are initialized in FieldManager from files that have been created in Lansing using AASHTO’s Trns*port software. Once construction begins, FieldManager stringently monitors and reviews the work activities that occur throughout the life of each project. IDR information is captured on notebook computers directly at the construction sites and later transferred to a network, or desktop computer, located in the field office responsible for managing the project. More than 50 inquires are available to provide information when and where it is needed. FieldManager also sends pertinent data to Trns*port software on a daily basis.<br />
<br />
The FieldManager suite of products consists of four components:<br />
<br />
* '''FieldManager''' - The main component, which usually runs at the field office and manages product data by processing IDR’s, Contract Modifications and Estimates.<br />
<br />
* '''FieldBook''' - Used to gather IDR information directly at the construction site and sends the IDR’s electronically to FieldManager.<br />
<br />
* '''FieldPad''' - A subcomponent of FieldBook that runs on a hand held device.<br />
<br />
* '''FieldBuilder''' - Allows local government and consulting agencies to establish their own respective FieldManager projects on contracts that will not be processed through the Trns*port system.<br />
<br />
For information on acquiring the software, self-paced FieldManager and FieldBook Tutorials, FieldManager User’s Guide, Trns*port interface or technical questions, please call the FieldManager Help Line at '''1-844-4MI-MDOT''' (1-844-464-6368).<br />
<br />
Current information on FieldManager system requirements, articles, press releases, events, presentations, license feed, etc., can be found at [http://www.fieldmanager.com www.fieldmanager.com]<br />
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<br />
===[[#Using FieldManager to Track Design-Build Contracts|Using FieldManager to Track Design-Build Contracts]]===<br />
<br />
<br />
The purpose of this section is to provide instructions on how to utilize FieldManager to track design-build contracts. When design-build contracts are awarded, the managing office will receive the FieldManager initialization file (live contract) through FieldNet, which contains three-to-five pay items used to pay the contractor. However, design-build contracts do not use typical construction work items; therefore, FieldManager will utilize two contracts. In addition to the “live contract,” the managing office will also use a “shadow contract”, which will be used to:<br />
<br />
<br />
# Document construction activities<br />
# Document work items<br />
# Track material usage and approvals<br />
<br />
<br />
<br />
In short, continue using MDOT procedures when documenting the above items in the shadow contracts.<br />
<br />
<br />
It is critical to track and document material usage on design-build contracts. Book 2 section 2 of <br />
<br />
design-build contracts require the design-build team to provide MDOT with the estimated quantities for all items that require inspection or testing in accordance with MDOT’s ''Material Source Guide''. The team must submit this information with or before the “released for construction” documents. The managing office will manually enter this information into the shadow contract.<br />
<br />
<br />
FieldNet will be used for the live contract pay estimates, contract modifications, and contractor performance evaluations; however, FieldNet will not be used to process these electronic files for shadow contracts. <br />
<br />
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<br />
===[[#Documenting Procedures for Live and Shadow Contracts|Documenting Procedures for Live and Shadow Contracts]]===<br />
# When the initialization file is received through FieldNet, contact the FieldManager Help Desk to acquire a shadow contract initialization file.<br />
# Use the following contract ID naming convention:<br />
#* Live contract: 38103-105785<br />
#* Shadow contract: _38103-105785X<br />
# Use the following project number naming convention:<br />
#* Live contract: 105785A<br />
#* Shadow contract: _105785AX<br />
# Adding shadow contract items and materials:<br />
<br />
a. Add items through:<br />
<br />
:* Contract modifications, or<br />
:* Tracked as unattached items<br />
<br />
b. Add materials associated with items as needed.<br />
<br />
# Subcontracts – Enter subcontracts into the live contract and the shadow contract; this includes the design subcontract.<br />
# Construction Started Date – Populate the FieldManager Docu &gt; General tab &gt; “Construction started date” is to be populated when the design starts (just after award) on the live and shadow contracts, as the designer is a subcontractor.<br />
# Contract Files – Include shadow contract documents in the original live contract files.<br />
# Contractor Performance Evaluations (CPE) – Shadow contract CPEs will not be used for official contract documentation, but they must be generated before FieldManager will allow a final estimate to be completed. Use N/A to fill out the ratings tab for shadow contract CPEs.<br />
# Archiving Shadow Contracts – Archive the contract in FieldManager after completing the final estimate, as is required with the live contract.<br />
# FieldNet – You can use FieldNet to transfer shadow contract files between FieldManager and FieldBook, as can be done with any live contract. Contact the FieldManager Help Desk should you wish to use this feature.<br />
# Contractor Read-Only (CRO) Files – In most cases, managing offices will not be creating biweekly shadow contract estimates. Therefore, contractors will not automatically receive CRO files as estimate creation is the auto-send CRO trigger. Users can still send CRO files to contractors via FieldNet by using FieldManager’s File &gt; Export &gt; Transfer contracts functionality.<br />
# Stockpiles – This feature can be used on shadow contracts depending on how the managing office chooses to track contractor progress within the shadow contract.<br />
<br />
<br />
To request a shadow contract or FieldManager support for design-build contracts, please contact the FieldManager Help Desk at '''1-844-4MI-MDOT''' (1-844-464-6368).<br />
<br />
<br />
===[[#Mobile Inspector|Mobile Inspector]]===<br />
Mobile Inspector is an app designed to run on tablets and smart phones. The purpose of the app is to allow inspectors in the field to create Inspector Daily Reports (IDRs) using a mobile device. Mobile Inspector runs on any device running Apple’s iOS or Android. It is designed to be as simple to use as possible. <br />
<br />
<br />
Key features of the Mobile Inspector app include:<br />
* Intuitive user interface.<br />
* Easy IDR instruction for co-ops.<br />
* Can create IDRs while walking around at job site.<br />
* Voice recognition can be used instead of typing.<br />
* IDRs completed in Mobile Inspector are automatically sent to FieldManager.<br />
* Contract refreshes are automatically sent from FieldManager to Mobile Inspector.<br />
* Does not require connectivity to enter IDRs.<br />
* Runs on iPads, iPhones, and Android devices.<br />
* Can be used by MDOT and consultant staff for any project where an MDOT facility is the managing office.<br />
* Inspectors will not need training when MDOT implements AASHTOWare Project Construction & Materials as the app works with both FieldManager and the AASHTOWare software.<br />
<br />
<br />
For more information on Mobile Inspector click on the link below:<br />
<br />
[http://youtu.be/rDhzXLaIR1E Mobile Inspector]<br />
<br />
<br />
Reference the links below for FieldManager User’s Guide Supplements along with information related to installing and using Mobile Inspector devices with FieldManager:<br />
<br />
[http://www.michigan.gov/documents/mdot/ugsup_loc_cns_52_516676_7.pdf User's Guide Supplements]<br />
<br />
[//{{SERVERNAME}}/images_construction/5/5a/Managing_Info_Tech_Mobile_Inspector_within_FieldManager.pdf Mobile Inspector Device Setup Guide]<br />
<br />
<br />
<br />
===[[#FieldManager "Guest" User Account | FieldManager "Guest" User Account]]===<br />
<br />
In the past, individuals requiring FieldManager user accounts with a security level of "Read Only" have been added to the FieldManager user list at each office on an as needed basis. The number of people requesting "Read Only" access to FieldManager was significantly increasing, which causes additional work in requesting, establishing, and maintaining each individual account.<br />
<br />
The FieldManager Administration Group established a "Guest" user account in FieldManager at all offices that are connected to MDOT's network. This account has a Security Level of "Read-Only" and appears in the FieldManager user list with a User ID of "Guest.” It is very important that no one at your office changes any information or removes this account from your FieldManager user list. <br />
<br />
Those that need read-only access to FieldManager can use the account by logging into FieldManager with a User ID of "Guest" and a password of "Guest." Only MDOT employees that have a valid Netware User ID and valid FieldManager installation will be able to log into FieldManager using this account.<br />
<br />
<br />
<br />
===[[#Standard Rounding Convention Guidance | Standard Rounding Convention Guidance]]===<br />
The Michigan Department of Transportation (MDOT) utilizes the following standard rounding convention for accuracy and consistency for all quantity postings. <br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
!Unit!!Type!!Accuracy<br />
|-<br />
|Acre||Area||0.000<br />
|-<br />
|Sft||Area||0.00<br />
|-<br />
|Sin||Area||0.00<br />
|-<br />
|Syd||Area||0.00<br />
|-<br />
|Dlr||Dollar||0.00<br />
|-<br />
|Ea||Each||0.00<br />
|-<br />
|Ft||Length||0.00<br />
|-<br />
|Lnmi||Length||0.000<br />
|-<br />
|Mile||Length||0.000<br />
|-<br />
|Rbmi||Length||0.000<br />
|-<br />
|Sta||Length||0.00<br />
|-<br />
|Cft||Volume||0.00<br />
|-<br />
|Cyd||Volume||0.00<br />
|-<br />
|Gal||Volume||0.00<br />
|-<br />
|Lb||Weight||0.00<br />
|-<br />
|Ton||Weight||0.00<br />
|}<br />
<br />
Calculations should not be rounded until the final quantity value is ready to be posted. The following are some examples of how values should be rounded and posted.<br />
<br />
<u>'''Syd'''</u><br />
<br><br />
12.25 x 55.18 = 675.955 Sft<br />
::+<br />
12.12 x 44.30 = 536.916 Sft<br />
::+<br />
1.81 x 19.54 = 35.367 Sft<br />
<br />
'''Total:''' 1248.238 Sft / 9 = 138.693 Syd<br />
<br />
'''Posting:''' 138.69 Syd<br />
<br />
<br />
<br />
<br />
<u>'''Cyd'''</u><br />
<br><br />
12.25 x 55.18 x 1.12 = 757.070 Cft<br />
::+<br />
12.12 x 44.31 x 1.11 = 596.111 Cft<br />
<br />
'''Total:''' 1353.181 Cft / 27 = 50.118 Cyd <br />
<br />
'''Posting:''' 50.12 Cyd<br />
<br />
{{top}}<br />
<br />
==[[#Inspector's Daily Report (IDR)|Inspector's Daily Report (IDR)]]==<br />
<br />
Perhaps the single most important type of project documentation is the Inspector’s Daily Report (IDR) and its variations. Because of the IDR’s importance, it is imperative that it be prepared correctly, legibly and thoroughly. At the very minimum, a completed IDR must include all report header information, a statement in the body of the report and a signature of the person who reviewed the IDR. The person reviewing the IDR should not be the author of the IDR. <br />
<br />
The exact nomenclature and pay item code number shown in the proposal must be used when turning in a pay item. Any inaccuracy in nomenclature or code can be misleading, as many contracts contain pay items with similar nomenclature. <br />
<br />
The recommended work flow method for submitting automated or manual IDR’s to the office for processing is to have each individual inspector complete the IDR and submit it to the office for processing. <br />
<br />
Regardless of the method used, it is always the senior technician’s responsibility to collect all reports daily, review them and turn them into the office technician. Either the senior technician or the office technician checks and initials all computations. <br />
<br />
Inspectors should complete and submit reports no later than the first work day after the work was performed. The sooner information is put in writing, the more accurate it will be. <br />
<br />
In addition to the pay items, other details to be documented in the body of the report include Subcontractor information, final pay item quantities, final pay item field measurement (these items should be clearly labeled as final measured), associated pay item test material usage and comments, comments on maintaining traffic and maintenance of traffic devices (traffic device checks must be recorded daily). Anytime a material is posted to a pay item on an IDR, the inspector on site must note visual inspection of all materials on the IDR. Comments on attitude and quality of Contractor’s work may also be recorded. <br />
<br />
Other details that should be recorded include complaints from the public, along with inspector responses to these complaints, unusual events, daily weather conditions and accidents. Exceptionally good or bad work may also be cited. <br />
<br />
Questions regarding this process can be answered by calling the FieldManager Help Line at '''1-844-4MI-MDOT''' (1-844-464-6368).<br />
<br />
A sample IDR is shown in '''''Figure 101-1'''''.<br />
<br />
[[File:Figure 101.04-1.png|thumb|center|500px|Figure 101-1 - Sample IDR]]<br />
<br />
[[File:Figure 101.04-1cont E-Signed.png|thumb|center|500px|Figure 101.04-1 (cont.) E-Signed - Sample IDR]]<br />
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<br />
===[[#Documentation of Inspector Daily Reports|Documentation of Inspector Daily Reports]]===<br />
The purpose of this is to remind construction staff of documentation requirements related to the retention of Inspector Daily Reports (IDRs) and any revisions made to the IDR. A 2013 Federal Highway Administration (FHWA) billing review noted deficiencies with retention of IDR documentation.<br />
<br />
The 2013 FHWA billing review discovered that in some cases original IDRs are not being retained in the project files. Construction staff is to retain all original IDRs and any revisions to the IDR. These documents must be placed in the paper or electronic project files. This requirement applies to all federal aid projects regardless of construction oversight by MDOT, consultant, or local agency.<br />
<br />
The requirement to maintain these documents has been previously referenced for local agency projects [http://mdotwiki.state.mi.us/construction/index.php/Local_Agency#Project_Administration_MDOT-Let_Local_Agency_Projects here], which states in part the following:<br />
<br />
In addition, when Inspector’s Daily Reports (IDRs) are modified or changed, the original and all revisions are to be kept in the project files as a permanent part of the project records.<br />
<br />
This information and requirement must be reinforced to all construction staff at MDOT, consultant offices and local agencies. These documents are considered source documentation and must be maintained in the project files. The documentation requirements are applicable to all federally funded projects.<br />
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<br />
===[[#Revisions to Inspector Daily Reports|Revisions to Inspector Daily Reports]]===<br />
All generated Inspector Daily Reports (IDRs) (FieldManager, FieldBook, Mobile Inspector) and associated generated revisions to those respective IDRs must be retained for audit purposes. These documents are considered source documentation and must be maintained in the project files (paper or ProjectWise) per established MDOT requirements. This requirement applies to all federal and/or state aid projects regardless of construction oversight by MDOT, consultant, or local agency.<br />
<br />
An IDR is considered an official source document when it has the status of “Generated” in FieldManager. Generated IDRs receive signatures from the reviewer. The following guidance is to be followed when making a revision to an IDR that has a status of “Generated” in FieldManager. This does not pertain to IDRs that have a status of “Draft”.<br />
<br />
In situations that require a correction be made to any IDR that has previously been generated, the correction must be made and cross referenced on a new IDR for the same date and be submitted for permanent record in the project files. <br />
<br />
If an IDR with the status of “Generated” requires a correction, the following tasks must be completed:<br />
<br />
:1. The original IDR is an official source document and must be retained in the project files.<br />
:2. No changes can be made to the original signed IDR. <br />
:::a. The correction(s) must be noted/highlighted on the PDF of the revised IDR.<br />
:::b. The correction(s) must be adequately documented for audit purposes and correlated on the revised IDR.<br />
:::c. Every revised IDR must be a separate document.<br />
:3. The document names for original and revised IDRs must follow the current [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#Construction_Documentation_Standard_Naming_Conventions_for_e-Construction|MDOT Standard Naming Convention for e-Construction.]<br />
<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
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<br />
==[[#Contractor Read-Only Files|Contractor Read-Only Files]]==<br />
Prime contractors are eligible to receive read-only copies of FieldManager files for their awarded contracts. Subcontractors are eligible to receive read-only copies of FieldManager files with approved subcontracts. This applies for all projects let through the Michigan Department of Transportation (MDOT). Managing offices use FieldManager’s read-only distribution function, which automatically sends contractor read-only copies whenever construction pay estimate reports are generated. On rare occasions contractors may also request an additional contractor read-only copy during a time frame that is outside of the normal construction pay estimate report process. These contractor read-only copies can be sent upon mutual agreement of the Engineer.<br />
<br />
This policy encourages managing offices and contractors to take advantage of the following contractor read-only benefits:<br />
*Improved communication between managing offices and contractors.<br />
*Reduced time required to gather information for contractors <br />
*Reduced volume of questions from contractors <br />
*More accurate and timely information from contractors <br />
*Earlier identification of errors and concerns <br />
*More current material tracking <br />
*More efficient discussions concerning item and material status reviews <br />
*More efficient review of contract modifications <br />
*Timelier responses from MDOT during the busy construction season <br />
*Improved quality and timeliness of Inspector Daily Reports (IDRs) <br />
*Improved contract finalization process <br />
*Elimination of some contractor spreadsheets and hand-generated data <br />
*Elimination of difficulties related to viewing information received due to poor quality faxes <br />
*Improved managing office/contractor relationships <br />
<br />
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===[[#Managing Office Information|Managing Office Information]]===<br />
The managing office is to add the active FieldNet ID of the prime contractor and any subcontractors to the read-only distribution list in FieldManager. This will provide the read-only files to those contractors who have a valid FieldManager read-only license or a FieldManager contractor license.<br />
<br />
The list of active contractor FieldNet ID’s is maintained in FieldManager. For detailed instructions on how to add FieldNet ID’s to the read-only distribution list in FieldManager, consult the [http://stateofmichigan.sharepoint.com/sites/mdot/Organizational/field_services/construction/Shared%20Documents/ugsup_dot_53a.pdf FieldManager User’s Guide Supplement (For MDOT Offices)].<br />
<br />
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===[[#Contractor Information|Contractor Information]]===<br />
Contractors must obtain a FieldManager license to receive contractor read-only copies. Licenses can be obtained by purchasing a FieldManager read-only license or a FieldManager contractor license from Info Tech, Inc. at 352-381-4400 or [mailto:info@infotechfl.com info@infotechfl.com]. See [http://www.fieldmanager.com www.fieldmanager.com]<br />
for prices. <br />
<br />
MDOT certified Disadvantaged Business Enterprise (DBE) firms performing the types of work that utilize FieldManager may obtain their license through MDOT’s DBE FieldManager Volume Purchase Agreement. Contact MDOT’s Business Development Division at 517-241-4806 for details.<br />
<br />
When installing FieldManager, contractors must configure the software as specified in MDOT’s [http://www.michigan.gov/documents/mdot/ugsup_cnt_53_555649_7.pdf FieldManager User’s Guide Supplement (For Michigan Contractors)].<br />
<br />
Contractors must keep their release of FieldManager current to continue receiving contractor read-only copies. All license types include delivery of new FieldManager releases issued during the license period.<br />
<br />
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===[[#MDOT Read-Only Files for Local Agency and Consultant Contracts|MDOT Read-Only Files for Local Agency and Consultant Contracts]]===<br />
To respond in a timely manner to audit and Federal Highway Administration (FHWA) requests, files must be up-to-date in the MDOT FieldManager system. A manually generated FieldManager read-only file must be submitted to the managing MDOT Transportation Service Center (TSC) office by the local agency, their consultant, or a consultant hired by MDOT prior to the start of construction operations. An updated read-only file must also be provided with the submission of each bi-weekly pay estimate. The updated read-only file can be automatically sent by using FieldManager’s read-only distribution list. This distribution is required for all MDOT consultant oversight projects and all federally funded local agency projects with oversight by direct forces or a consultant.<br />
<br />
This requirement is to be discussed at the local agency preconstruction meeting or the expectations meeting with direct hired consultants. Local agency and consultant offices must use FieldManager’s read-only distribution function. MDOT may also request a read-only copy at any time during the life of the contract.<br />
<br />
For detailed instructions on how to send manual and automatic updates using the read-only distribution list in FieldManager, consult the [http://www.michigan.gov/documents/mdot/ugsup_loc_cns_53_555651_7.pdf FieldManager User’s Guide Supplement (For Michigan Local Agencies and Consultants)].<br />
<br />
If you have any questions regarding this information, please contact MDOT’s FieldManager Help Desk at '''1-844-4MI-MDOT''' (1-844-464-6368) or [mailto:fieldmanager-admin@michigan.gov fieldmanager-admin@michigan.gov].<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
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[[Category:Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:MI_MDOT_Software_Support.png&diff=5763File:MI MDOT Software Support.png2020-04-27T19:44:19Z<p>McGowanR: </p>
<hr />
<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5751109.08 Prompt Payment2020-04-21T17:25:52Z<p>McGowanR: Added content to new page along with flow chart (Process for Alleged Prompt Payment Violation)</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/109.08_Prompt_Payment Email this Page]</div><br />
<br />
===Alleged Prompt Payment Complaints===<br />
<br />
The following flow chart should be used to resolve alleged prompt payment complaints. Alleged complaints can come to the engineer’s attention by means of a lien notice to a bond company, email, discussion at a progress meeting, or other channels. The engineer is to request the complainant follow up with a detailed written notice (correspondence or email) to the alleged party. The written notice is to include the engineer and the prime contractor if the prime contractor is not the alleged party. Additional support is available by contacting the MDOT CFS Prompt Pay Specialist.<br />
<br />
[[File:CMU 109.08 PPSP FlowChart 04-15-2020.pdf|300px|thumbnail|center|link=//{{SERVERNAME}}/images_construction/2/2d/CMU_109.08_PPSP_FlowChart_04-15-2020.pdf|Process for Alleged Prompt Payment Violation]]<br />
<br />
<br />
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[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 109]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:CMU_109.08_PPSP_FlowChart_04-15-2020.pdf&diff=5750File:CMU 109.08 PPSP FlowChart 04-15-2020.pdf2020-04-21T17:05:49Z<p>McGowanR: </p>
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<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=109.08_Prompt_Payment&diff=5749109.08 Prompt Payment2020-04-21T16:49:19Z<p>McGowanR: Creating New Page for Prompt Payment guidance</p>
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<div>{{top}}<br />
[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 109]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Process_for_Documenting_Certified_Materials_in_FieldManager&diff=5737Process for Documenting Certified Materials in FieldManager2020-03-20T14:56:20Z<p>McGowanR: McGowanR moved page Material Source List Forms (501)-Processing and Approval Procedure to Process for Documenting Certified Materials in FieldManager without leaving a redirect: Renaming New Page to reflect current content/proceedures</p>
<hr />
<div><center>[http://mdotcf.state.mi.us/public/specbook/files/2012/105%20Control%20of%20Materials.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 105]</center><br />
<div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/Material_Source_List_Forms_(501)-Processing_and_Approval_Procedure Email this Page]</div><br />
==[[#Process for Documenting Certified Materials in FieldManager|Process for Documenting Certified Materials in FieldManager]]==<br />
<br />
This revised process is not affecting the method of verifying and documenting material when the basis of acceptance is “test.” Also, the requirements for documenting aggregate, bituminous, and concrete delivery tickets are not affected.<br />
<br />
The processes outlined in this article can apply to active projects, as well as, projects yet to be audited; if reasonable assurance can be made that the certified material used with the pay items is as specified on the certification document.<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/Material_Source_List_Forms_(501)-Processing_and_Approval_Procedure Email this Page]</div><br />
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<br />
<br />
<br />
The following process remains in effect for documenting certified materials in FieldManager:<br />
<br />
# When all components making up a pay item are certified from the same source, each component of the pay item is not required to be listed and associated in FieldManager and FieldBook. The relationship of the material to the pay item will be one to one, whenever this is the case. Example: If Guardrail Type B is the pay item, Guardrail Type B would also be the material associated with it, and would include the steel beams, posts, hardware, etc.<br />
#When additional material components are certified from other sources, these components will be associated to the pay item, and only the sources will be verified and documented. The quantity approved of each of these certified material components will no longer need to be documented in FieldManager and FieldBook.<br />
#Using the above guardrail example, if the wood products are certified from a different source than the steel products, the wood products would be associated with the pay item Guardrail Type B, and the source certifying the wood products would be identified. The assumption is then made that if the guardrail was completed according to the plans, then the proper quantities of all associated components were supplied.<br />
#This does not relieve the construction/project engineer from verifying in the field that material quantities used are as specified by MDOT plans and procedures. This verification should be documented accordingly by means of IDR, or other project documentation.<br />
#The construction/project engineer will check the material delivered to the project against the materials source list and/or FieldBook associations.<br />
#When the basis of acceptance is “general certification” or “test data certification,” the construction/project engineer will verify that a signed certification has been sent to the project office, and document the source in FieldManager.<br />
#When the basis of acceptance is “certification from an approved manufacturer/supplier,” the construction/project engineer will verify the source is listed in the Materials Source Guide and document in FieldManager. If the sources on the certification document provided to the project office does not agree with the materials source list submitted by the contractor, the construction/project engineer will require a revised materials source list.<br />
#All materials certifications require a signature.<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/Material_Source_List_Forms_(501)-Processing_and_Approval_Procedure Email this Page]</div><br />
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<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/Material_Source_List_Forms_(501)-Processing_and_Approval_Procedure Email this Page]</div><br />
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[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 105]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5727Main Page2020-02-14T00:39:36Z<p>McGowanR: /* Recent Minor Changes */ Updated Naming Convention Table to reflect recent changes. Also included updated PDF and XLSX files</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
<br />
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<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
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|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
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|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
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==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
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{| class="wikitable" style="background:yellow; color:black"<br />
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!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>2/13/2020</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes. Also included updated [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf PDF] and [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx XLSX] files (Rev 2-13-20)||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726&oldid=5576 Compare It]<br />
|-<br />
|<center>02/13/2020</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/7/7a/Eng_Record_Cert_list_02-13-2020.pdf View Here]<br />
|-<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
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|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
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|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
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|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
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|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
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|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
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|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
|-<br />
|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
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|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
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|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
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|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
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|}<br />
</div><br />
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=[[#Preamble|Preamble]]=<br />
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This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
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This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5726E-Construction2020-02-14T00:21:57Z<p>McGowanR: /* e-Construction/Paper File System */ Updated Name Convention Table to reflect recent changes. Also included updated PDF and XLSX (Rev 2-13-20)</p>
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<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
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<div style="float: right; padding-right: 1px;">{{#ev:youtube|JbwlvmOTUrI|350|right|MDOT's e-Construction Process}}</div><br />
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===[[#General Information|General Information]]===<br />
E-Construction refers to the initiative of MDOT to integrate various digital technologies into its business/construction operations so that cost savings, efficiency gains, and other benefits are realized. MDOT has integrated many technological solutions such as electronic bidding, electronic construction files, digital signatures, electronic filing systems, in-field utilization of mobile devices, etc. and many other exciting technologies are being considered by MDOT to integrate into its operations. <br />
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As of now, this Wiki article extensively discusses ProjectWise. In the future, this wiki article may cover additional topics relevant to e-Construction. <br />
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<div style="float: left; padding-right: 1px;">{{#ev:youtube|ScB1b3fqjQo|350|left|MDOT's e-Construction Process on I-96}}</div><br />
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===[[#ProjectWise|ProjectWise]]===<br />
Bentley Systems developed ProjectWise software to allow users to access, share, and manage electronic files located on a centralized server. Some of the features of the software include tracking document workflows, versioning of documents, checking out documents, etc. Many organizations such as the majority of DOTs and top construction design firms utilize ProjectWise for the management of files relevant to the construction process. <br />
The information within this article is intended to help a first-time user. For additional information about ProjectWise, you can visit Bentley’s [http://www.bentley.com/en-US/Products/projectwise+project+team+collaboration/ webpage], ProjectWise community forum [http://communities.bentley.com/products/projectwise/default.aspx webpage], MDOT's ProjectWise resource [http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037-321341--,00.html webpage], or other links provided within this wiki article.<br />
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====[[#Getting Started with ProjectWise|Getting Started with ProjectWise]]====<br />
Before one can use ProjectWise, one must have an account that is associated with an organization’s Datasource. <br />
If you are a MDOT employee, you can contact MDOT-ProjectWise@michigan.gov.<br />
If you are a Contractor, you can contact MDOT-ProjectWiseConst@michigan.gov.<br />
If you are a sub-contractor, you can contact your project manager.<br />
Once approved, the administrator will contact you with your credentials that you can use to access the Datasource.<br />
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====[[#Accessing MDOT's DataSource|Accessing MDOT's DataSource]]====<br />
Users can access MDOT's DataSource by means of mobile device, web browser, or computer program which allows the possibility of the user accessing information where and whenever he wants, be it in field, in office, or out-of-office.<br />
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For MDOT employees who are using a company computer, the ProjectWise Explorer program is preinstalled onto the computer and the program is preconfigured to connect to MDOT’s Datasource. You only need to open the Datasource and enter your credentials.<br />
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For non-MDOT employees using a computer, you can download the ProjectWise Explorer program from https://mdotjboss.state.mi.us/SpecProv/projectwisesupport.htm. Use the drop down menu on the page and select External Installation to locate and download ProjectWise Explorer. Once downloaded, you have to configure the program to connect to MDOT’s Datasource. To do this, open ProjectWise Explorer, navigate the cursor to the Tools menu, move the cursor down and click on the “ProjectWise Network Configuration Settings” item. The “ProjectWise Network Configuration Settings” window will pop up, showing information within the “General” tab. Navigate the cursor to the “DNS Services” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Navigate the cursor to “Datasource Listing” tab and click it. A server form with the entries of Name, Hostname, and Port is displayed. Type MDOTPwiseSS4 for the Name, mdotpwisess4.state.mi.us for the Hostname, and 5800 for the Port. Click the Add button, select the added item, and click the Apply button. Restart the program. Open the Datasource and enter your credentials.<br />
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If you are using the web browser, type https://mdotpwisess4.state.mi.us/ into the URL bar. Note that MDOT only supports Internet Explorer. Select MDOT’s Datasource and enter your credentials. This [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf PDF] is a quick reference guide for the use of the ProjectWise Web Server.<br />
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If you are using an iPad, download the ProjectWise Mobile Explorer application from the iTunes store. Open the application. Select “Connect to your projects”. A “ProjectWise web services” form should appear; type into the form “136.181.146.49”. If correctly working “MDOTProjectWise” should appear; select that. You will then be prompted to login. If your login is associated with a State of Michigan account you must enter “SOM” in the Domain field. Other users will leave this field blank. After you have entered your username and password, select the next button to login. In the upper left corner, select the “Datasources” button. A menu should appear; select “MDOTProjectWise”. You should be able to navigate MDOT’s Datasource.<br />
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====[[#Navigating MDOT’s DataSource|Navigating MDOT’s DataSource]]====<br />
MDOT’s Datasource is essentially a hyperlink to a file directory that is located on MDOT’s servers. The file directory is organized by Region then by TSC and then by Job Number. Within the Job Number folder, there are construction documents relevant to the Job Number. You can navigate the file directory by clicking the + button or double-clicking the folder. <br />
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When you are about to select a file from the file directory, there will usually be two icons which signify the type of document and the functions that you can perform on the document. There are many file formats that are supported by ProjectWise such as .doc, .dgn, .pdf, etc. There are many functions that a user can perform on a file. A pencil icon indicates that the file can be checked out and modified. An open book icon indicates that the file is read-only. A red check mark icon indicates that you have checked out the file. A lock icon indicates that a file has been either checked out or exported and that it is read-only. A blue tag icon indicates that the file is in its Final Status and that no further modifications can be made. <br />
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Select a file and right click. A menu should appear with a list of functions that a user can perform. As you may notice, similar functions are grouped together. Some of these functions are grayed out which indicates that at that moment the function cannot be performed. <br />
Some of the more commonly used functions are New > Document, Open as Read-Only, Check Out, Check In, Export, etc. More information about functions is available on page 2 and 3 of this [http://www.michigan.gov/documents/mdot/MDOT_ProjectWise_Web_Quick_Reference_Card_446728_7.pdf PDF].<br />
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The functions that a user can perform are limited to the number of permissions that are granted by the administrator. What your role is for a construction project will determine which files you are allowed to access and what functions you are allowed to perform.<br />
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For more information on the layout of ProjectWise Explorer, you can view FHWA's ProjectWise resource [http://www.wfl.fhwa.dot.gov/resources/cadd/projectwise/section01.htm webpage].<br />
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===[[#General Procedures for Construction Records Retention|General Procedures for Construction Records Retention]]===<br />
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The Federal Highway Administration (FHWA) requires that project construction records for federally funded projects be retained for a minimum of three years past the FHWA final accounting date. The FHWA final accounting date (for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the FHWA requirement, there are record retention requirements issued by the Michigan Department of History, Arts and Libraries (HAL) and MDOT’s Records Management Office. This procedure takes into account the requirements of the FHWA, as well as HAL.<br />
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The managing office engineer (delivery/project/resident/county/city/consultant) is responsible for all project records required at the project site. Each TSC/project office will name a Construction Records Coordinator (CRC) and provide the name of this person to the Construction and Technology Support Area’s Records Management Coordinator (RMC).<br />
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Project records for construction on state trunkline projects will be retained at the region, TSC, or project office until the FOD final accounting date. This applies to both federally and state funded projects. The RMC will notify the CRC of the FOD final accounting date for projects in their respective area by e-mail on a monthly basis. This date is also available through the Phase Financial Closeout (PFC) application, which is accessible through a web interface using Citrix software. There may be a few instances when projects will not be listed in the PFC application. These projects are typically maintenance (M projects) and Multi-Modal projects. When these types of projects do not show up in PFC, the records will be sent to the HAL Records Management Office for microfilming and storage once the final voucher has been generated. The retention period will start on the final voucher date.<br />
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The construction records for projects with consultant engineering management will be delivered to the managing TSC when the final estimate voucher is received. The managing TSC will retain the records in accordance with these procedures.<br />
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If any litigation, claim, negotiation, audit or other action involving the records has been started before the FOD final accounting date, the records must be retained at the project office until completion of the action and resolution of all issues. Should the CRC be notified that such action has commenced after the records have been transferred to the HAL Records Management Office, the CRC will notify the RMC. At the end of the retention period, the HAL Records Management Office will send the record disposal notice to the RMC. The RMC will contact the CRC prior to any record disposal by HAL. <br />
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Retain the records for projects with warranty work at the TSC/project office until the end of the warranty period, unless the warranty period ends before the FOD final accounting date. If the warranty period ends before the FOD final accounting date, then retain the records at the TSC/project office until the FOD final accounting date.<br />
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All project records for non-trunkline projects are to be transferred to or retained by the local unit of government having jurisdiction over it. <br />
[[File:Construction Records Transmittal and Retrieval Procedures For MDOT TSCs.pdf|500px|thumbnail|center|Records Certification List]]<br />
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===[[#Standard Naming Convention for Documents|Standard Naming Convention for Documents]]===<br />
Effective with the December 1, 2017 letting and at the discretion of the engineer retroactively beginning with the October 6, 2017 letting forward, the Michigan Department of Transportation (MDOT) will utilize the following standard naming convention for naming and organizing electronic documentation created during the administration of state and federally funded construction contracts. Each file name contains sequential elements beginning with a required 1st descriptor. The order of the elements is to be maintained and not rearranged; however, elements following the 1st descriptor are situational and may not be necessary for inclusion into a file name based on the minimum element component naming examples provided in [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as follows:<br />
<br />
'''Elements: | 1st Descriptor | SN | Date | Initials | Revision | Contractor/2nd Descriptor | JN'''<br />
<br />
'''Format: | FFFF or Variable | XXX | YYYY-MM-DD | XXXX | RX | Variable | XXXXXX'''<br />
<br />
'''1st Descriptor (FFFF or Variable):''' Expressed as a form number (FFFF), document description (e.g. Pay Estimate), common document acronym, or form name.<br />
*Common document acronyms suggested when form numbers do not apply:<br />
**Use “Cert” for materials<br />
**Use “CP” for certified payrolls<br />
**Use “SD” for shop drawings<br />
**Use “IDR” for inspector’s daily report<br />
<br />
'''SN (XXX):''' A three-digit '''sequence number''' (i.e. 001, 002, etc.) generated (i.e. auto-designated from FieldManager or assigned by the engineer) based on either the order of documentation receipt or incorporation of cross-referenced documentation into FieldManager used for contract modifications, pay estimates, material certifications, material source lists, etc.<br />
<br />
At the discretion of the engineer based on the complexity of the project an inspector’s daily report (IDR) sequence number may be utilized. If a sequence number is used for anything other than an IDR then the element location for SN applies as shown.<br />
<br />
All material approvals in FieldManager require cross-referencing. When approving materials in FieldManager, the file number along with sequence number (e.g. 309-Cert 006, 309-Test 001, or 303-1901 001) must be documented within the Lot Number field and cross-referenced in ProjectWise.<br />
<br />
[[File:Naming image 1.jpg]]<br />
<br />
<br />
'''Date (YYYY-MM-DD):''' date of occurrence of the work event or activity expressed as YYYY=Year; MM=Month; DD=Day. Use a dash character (-) within the date as a separator.<br />
<br />
'''Initials (XXXX):''' Initials of the inspector up to four characters in length based on the initials assigned within FieldManager. Initials are used to delineate reports generated by different inspectors (i.e. IDRs and Form 1126 NPDES reports).<br />
<br />
'''Revision (RX):''' A one-digit revision number beginning with an R (i.e. R1) generated based on the sequence of updates. The revised document should be named the same as the original source document except for the revision number placed at the end of the name (e.g. IDR 2017-07-20 GJM R1). A revision number is necessary for documents which have been changed after initial submittal into Field Manager or ProjectWise such as IDRs, work orders, or contract modifications and as a further exception may also be followed by a sequence number associated from FieldManager (i.e. R1 S1).<br />
<br />
'''Contractor/2nd Descriptor (Variable):''' An element that provides for additional information such as the contractor or producers name, structure number, material type, location, and/or another distinctive qualifier of the file name. Structures should be identified as shown in project plans (i.e. B01, S01-1, S01-2, X04, or R01).<br />
<br />
'''JN (XXXXXX):''' The job number of the project expressed in either five or six digits without an A, B, or C phase character at the end.<br />
<br />
<br />
<u>'''File Naming Characters'''</u><br />
<br />
Except as otherwise noted (date and structure number), use spaces to separate fields not underscores, dashes, commas, periods, or any other characters.<br />
<br />
<br />
<br />
<u>'''Standard Documentation Folder Structure'''</u><br />
<br />
The current alphanumeric folder structure will be retained as the default construction folder view for all projects in ProjectWise. ProjectWise allows for a user preference selection to view construction folders in file number format. Contact [mailto:MDOT-ProjectwiseConst@michigan.gov MDOT-ProjectwiseConst@michigan.gov] to request the file number view in ProjectWise. <br />
<br />
{|<br />
|-<br />
| Alphanumeric Default View Example: || [[File:Alphanumeric Default Example.jpg|border]]<br />
|-<br />
| File Number View Example: || [[File:File Number Example.jpg|border]]<br />
|}<br />
{{top}}<br />
<br />
====[[#e-Construction/Paper File System|e-Construction/Paper File System]]====<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/a/a1/Standard_Naming_Convention_Revised_2-13-20.xlsx Alpha and Numeric Spreadsheet].<br />
<br />
Download a copy of the table below [//{{SERVERNAME}}/images_construction/d/d5/Standard_Naming_Convention_Revised_2-13-20.pdf Alpha and Numeric PDF].<br />
{| class="wikitable"<br />
| align="center" style="background:#f0f0f0;"|'''File #'''<br />
| align="center" style="background:#f0f0f0;"|'''Description'''<br />
| align="center" style="background:#f0f0f0;"|'''MDOT Form #'''<br />
|align="center" style="background:#f0f0f0;"|'''Minimum Element Component Naming Examples'''<br />
| align="center" style="background:#f0f0f0;"|'''Retention:'''<br />
'''4 years unless otherwise noted'''<br />
|-<br />
| <span style="color: red">'''100'''||<span style="color: red">'''ADMINISTRATION'''</span>||||||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''100'''|| '''Award Letter'''||||Award YYYY-MM-DD||<br />
|-<br />
| || ||||||<br />
|-<br />
| '''101'''||'''Contract Form''' ||||||<br />
|-<br />
| ||Progress Schedule||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1130.pdf 1130]</center>||1130 YYYY-MM-DD||<br />
|-<br />
| ||Weekly Statement of Work Days Charged||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1116.pdf 1116]</center>||1116 001||<br />
|-<br />
| ||Workzone Enforcement Contracts||||||<br />
|-<br />
| ||Work Zone Agreement (MSP)||||WZA MSP YYYY-MM-DD Job Number||<br />
|-<br />
| ||Work Zone Agreement (Local)||||WZA Local YYYY-MM-DD Job Number||<br />
|-<br />
| ||||||||<br />
|-<br />
| '''104'''||'''Contract Modifications'''||||||<br />
|-<br />
|||Value Engineering Change Proposal||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1962.pdf 1962]</center>||1962 YYYY-MM-DD Structural Steel ABC Contracting||<br />
|-<br />
|||Contract Modification||||CM 001||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''FHWA 1365 Pre-Approvals'''||||||<br />
|-<br />
|||FHWA 1365 Pre-Approvals||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf 1365]</center>||1365 YYYY-MM-DD Structural Steel||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Extension of Time'''||||||<br />
|-<br />
|||Extension of Time||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1100A.pdf 1100A]</center>||1100A 001||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Supporting Documents'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
| '''105'''||'''Contractor Claims and Force Account'''||||||<br />
|-<br />
|||Force Account Statement||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101.pdf 1101]</center>||1101 YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||Force Account Daily Field Record||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1101A.pdf 1101A]</center>||1101A YYYY-MM-DD GJM Rut Filling ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Damage Claim Notices'''||||||<br />
|-<br />
|||Damage Claims Notices||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1119D.pdf 1119D]</center>||1119D 001 Smith John||<br />
|-<br />
|||||||||<br />
|-<br />
|'''108'''||'''Correspondence'''||||||<br />
|-<br />
|||Email||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||General Correspondence||||Corr YYYY-MM-DD GJM Lane Closures||<br />
|-<br />
|||||||||<br />
|-<br />
| '''106'''||'''Estimates and Closeout Package'''||||||<br />
|-<br />
| || Construction Pay Estimate Report(Bi-Weekly Pay Estimates)||||Pay Estimate 001||<br />
|-<br />
| || Construction Pay Estimate Report(Final Pay Estimate)||||Pay Estimate 001 Final||<br />
|-<br />
| || Stockpile Data||||Stock Pile YYYY-MM-DD Steel||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Closeout Documents'''||||||<br />
|-<br />
| ||Final Acceptance/Certification Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1120.pdf 1120]</center>||1120||<br />
|-<br />
| ||Final Estimate Package Memo||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1105.pdf 1105]</center>||1105||<br />
|-<br />
| ||Final Project Review Summary||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
| ||Post Certification of Subcontract compliance (Copy)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1386.pdf 1386]</center>||1386||<br />
|-<br />
|||Final 2124A||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2124A.pdf 2124A]</center>||2124A ABC Contracting||<br />
|-<br />
|||Final project voucher summary(Signed from CSD)||||Final project voucher summary||<br />
|-<br />
|||Work Completion letter from contractor||||Completion Letter YYYY-MM-DD||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Engineer Certification'''||||||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Contract/Related Documents Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||Engineer Certification/Final Project Reviews Construction Item/IDR Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-HMA Items Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Material Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1972.pdf 1972]</center>||1972||<br />
|-<br />
|||Engineer Certification and Final Project Reviews-Concrete Items Review Checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||||||<br />
|-<br />
|'''109'''||'''Preconstruction and Progress Meetings'''||||||<br />
|-<br />
|||Damage Claim Program||||Damage Claim Program||<br />
|-<br />
|||Safety Program||||Safety Program||<br />
|-<br />
|||Subcontractor's List||||Subcontractor's List||<br />
|-<br />
|||Emergency Contact List||||Emergency Contact List||<br />
|-<br />
|||Meeting Minutes||||Meeting Minutes YYYY-MM-DD||<br />
|-<br />
|||WorkZone Access Plan||||WorkZone Access Plan||<br />
|-<br />
|||||||||<br />
|-<br />
| '''102'''||'''Sub-Contracts''' ||||||<br />
|-<br />
|||Subcontract - FED||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-FED.pdf 1302-FED]</center>||1302-FED ABC Contracting||<br />
|-<br />
|||Subcontract - State||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1302-State.pdf 1302-State]</center>||1302-State ABC Contracting||<br />
|-<br />
|||Commercially Useful Function (CUF) Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=4109.pdf 4109]</center>||4109 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||DBE Participation (blue sheets)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0178.pdf 0178]</center>||0178||<br />
|-<br />
|||DBE Trucker Project Site Review||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1992.pdf 1992]</center>||1992||<br />
|-<br />
|||||||||<br />
|-<br />
|'''110'''||'''Utilities, Permits and Real Estate'''||||||<br />
|-<br />
|||Property Agreements and release||||Property Agreements & Release Smith John||<br />
|-<br />
|||Construction Permit||||Construction Permit||<br />
|-<br />
|||Miss Dig Document request||||Miss Dig YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''107'''||'''Warranty Documentation'''||||||<br />
|-<br />
|||Warranty Correspondence||||Corr YYYY-MM-DD GJM Warranty||<br />
|-<br />
|||Bridge||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1802.pdf 1802]</center>||1802 YYYY-MM-DD||<br />
|-<br />
|||HMA||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1134.pdf 1134]</center>||1134 YYYY-MM-DD||<br />
|-<br />
|||Concrete||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1029.pdf 1029],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1115.pdf 1115],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1831.pdf 1831],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1884.pdf 1884],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1885.pdf 1885],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1881.pdf 1881]</center>||1029 YYYY-MM-DD||<br />
|-<br />
|||CPM||<center>Series [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1193.pdf 1193],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1184.pdf 1184],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1046.pdf 1046],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1047.pdf 1047],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1893.pdf 1893],[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1894.pdf 1894], [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1946.pdf 1946]</center>||1193 YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''103'''||'''Work Orders'''||||||<br />
|-<br />
|||Notice of Non-Compliance with Contract||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1165.pdf 1165]</center>||1165 YYYY-MM-DD||<br />
|-<br />
|||Work Orders||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1137.pdf 1137]</center>||1137 001 Drainage Changes||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''200'''</span>||<span style="color: red">'''FIELD RECORDS'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''203'''||'''Bases'''||||||<br />
|-<br />
|||Subbase||||Subbase YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregates||||Agg Base YYYY-MM-DD GJM||<br />
|-<br />
|||Rubbilizing Portland Cement Concrete Pavement||||Rubblilize pavt YYYY-MM-DD GJM||<br />
|-<br />
|||Geotextile for Base||||Geotextile YYYY-MM-DD GJM||<br />
|-<br />
|||HMA Base Crushing and Shaping||||Crush & Shape YYYY-MM-DD GJM||<br />
|-<br />
|||Aggregate Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Subbase calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Agg Base||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Agg Base Sta 24+65 to 65+24||<br />
|-<br />
|||Aggregate Scale Check||||Scale check Producer Name YYYY-MM-DD||<br />
|-<br />
||||||||||<br />
|-<br />
|'''206'''||'''Concrete'''||||||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Roadway||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf 1174R]</center>||1174R YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector’s Report of Concrete placed - Structure||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174S.pdf 1174S]</center>||1174S YYYY-MM-DD GJM||<br />
|-<br />
|||Coring Request||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0500.pdf 0500]</center>||500 YYYY-MM-DD Sta 24+65 123145||<br />
|-<br />
|||Contractor's QC Test Reports (Air, slump, temp)||||Conc QC YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Concrete Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM Misc Concrete||<br />
|-<br />
|||||||||<br />
|-<br />
|'''209'''||'''Delivery Tickets(Miscellaneous)'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''204'''||'''Drainage'''||||||<br />
|-<br />
|||Pumpstations||||Pumpstation YYYY-MM-DD GJM||<br />
|-<br />
|||Drainage Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
||||Sewers||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results sewers||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1974.pdf 1974]</center>||1974 YYYY-MM-DD||<br />
|-<br />
|||CPE and CPV Pipe Inst and Mandrel Testing Results culvert||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1975.pdf 1975]</center>||1975 YYYY-MM-DD||<br />
|-<br />
|||Underdrains||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Culverts||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202'''||'''Earthwork'''||||||<br />
|-<br />
|||Grade Check||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 1145]</center>||1145 YYYY-MM-DD GJM Clay Grade||<br />
|-<br />
|||Record Of Soils Recommendations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf 0583]</center>||0583 YYYY-MM-DD NB Sta 24+65 to 65+24||<br />
|-<br />
|||Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Volume Sheets||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1198.pdf 1198]</center>||1198 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Earth Work Data Sheet||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1124.pdf 1124]</center>||1124 YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||||||||<br />
|-<br />
|'''205'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||HMA Crack Treatment||||HMA Crack Treatment YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Surface Seal||||Surface Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Micro-surfacing||||Micro Surfacing YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Chip Seals||||Chip Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||Slurry Seal||||Slurry Seal YYYY-MM-DD GJM Sta 24+65 to 65+24||<br />
|-<br />
|||HMA Delivery Tickets||||placed in paper file||<br />
|-<br />
|||Sketches and calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM HMA pavement||<br />
|-<br />
|||Ride Quality||||Ride Quality YYYY-MM-DD US131 NB Sta 24+65 to 65+24||<br />
|-<br />
|||Longitudinal Joint Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5621.pdf 5621]</center>||5621 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||HMA Sample Identification||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5622.pdf 5622]</center>||5622 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Core Sample Identification Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5623.pdf 5623]</center>||5623 YYYY-MM-DD Mix Type||<br />
|-<br />
|||Mainline Core Location Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5624.pdf 5624]</center>||5624 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||STA HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5625.pdf 5625]</center>||5625 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||PWL HMA Accumulation and Random Tonnage Worksheet||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5626.pdf 5626]</center>||5626 YYYY-MM-DD Mix Type Lot 1 Sublot 2||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200'''||'''Inspector's Daily Reports'''||||||<br />
|-<br />
|||IDR||||IDR YYYY-MM-DD GJM||<br />
|-<br />
|||IDR with Rev and Seq||||IDR YYYY-MM-DD GJM R1 S1||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM ADA Ramp SW Johnson Rd||<br />
|-<br />
|||Fencing||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||General Comps.||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Guardrail||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Slope Restoration||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Inspector's Daily Record of Contact Removal Items||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122A.pdf 1122A]</center>||1122A YYYY-MM-DD GJM||<br />
|-<br />
|||Sketches and Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Permanent Traffic Signs||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||Electrical Items||||(Name of item of work) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
|'''202-1'''||'''NPDES and SESC Reports'''||||||<br />
|-<br />
|||NPDES||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1126.pdf 1126]</center>||1126 001 YYYY-MM-DD GJM||<br />
|-<br />
|||Environmental Permits||||Permit||<br />
|-<br />
|||Notice of Termination(NOT)||||NOT||<br />
|-<br />
|||Notice of Completion(NOC)||||NOC||<br />
|-<br />
|||||||||<br />
|-<br />
|'''200-1'''||'''Photographs & Videos'''||||||<br />
|-<br />
|||Photo||||Photo YYYY-MM-DD GJM Station 24+65 Broken Casting||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-1'''||'''Request For Information(RFI)'''||||RFI YYYY-MM-DD||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201'''||'''Shop Drawing and submittals'''||||||<br />
|-<br />
||||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Approved||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Original Comments'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Rejected'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Rejected||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Review in Progress'''||<center>SD</center>||SD 001 YYYY-MM-DD Structure Steel Retrofit Pending||<br />
|-<br />
|||||||||<br />
|-<br />
|'''207'''||'''Structure'''||||||<br />
|-<br />
|||Bridge Decks Concrete Depth Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1131.pdf 1131]</center>||1131 YYYY-MM-DD GJM B01 Wet||<br />
|-<br />
|||Bridge Reinforcing Computations||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1138.pdf 1138]</center>||1138 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Foundation Piling Record (LRFD)||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1161L.pdf 1161(L)]</center>||1161 YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Pile Driving Table||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157A.pdf 1157A]</center>||1157A YYYY-MM-DD GJM S02 Abut A||<br />
|-<br />
|||Structure - Clearance Measurements||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1190.pdf 1190]</center>||1190 YYYY-MM-DD GJM US131 S02||<br />
|-<br />
|||Structure Painting forms||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1941.pdf 1941]</center>||1941 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157.pdf 1157]</center>||1157 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Test Pile Records, LRFD||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1157L.pdf 1157L]</center>||1157L YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Inspection Records for Highway Signs||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM S02||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Excavation/concrete placement for bridges||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1448.pdf 1448]</center>||1448 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Micropile Installation Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1989.pdf 1989]</center>||1989 YYYY-MM-DD GJM B01 Abut A Pile 24||<br />
|-<br />
|||Cofferdam Installation, Piling Placement, and Tremie Pour Inspector's Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1990.pdf 1990]</center>||1990 YYYY-MM-DD GJM B01 Abut A||<br />
|-<br />
|||Permit To Place||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1125.pdf 1125]</center>||1125 YYYY-MM-DD GJM B01 Superstructure||<br />
|-<br />
|||Sheet Piling and Cofferdams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Precast Concrete Beams||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Mechanically Stablized earth retaining wall system checklist||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1447.pdf 1447]</center>||1447 YYYY-MM-DD||<br />
|-<br />
|||Hydrodemolition Documents||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waterproofing||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Waste Profile Forms||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Bridge Deck Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2082.pdf 2082]</center>||2082 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Deck overlay Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2083.pdf 2083]</center>||2083 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Bridge Painting Check List||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=2081.pdf 2081]</center>||2081 YYYY-MM-DD GJM B01||<br />
|-<br />
|||Sketches and Calculations||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''201-2'''||'''Survey'''||||||<br />
|-<br />
|||Contractor Staking Quality Control Plan||||CSQCP YYYY-MM-DD||<br />
|-<br />
|||Staking Request||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=5300.pdf 5300]</center>||5300 YYYY-MM-DD||<br />
|-<br />
|||As-constructed Earth Work Calcs||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||Cross-Sections||<center>Calc</center>||Calc YYYY-MM-DD GJM (Name of item of work)||<br />
|-<br />
|||||||||<br />
|-<br />
|'''208-1'''||'''Traffic'''||||||<br />
|-<br />
|||Inspector's Checklist For Inspection for Solar Boards||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1013S.pdf 1013S]</center>||1013S YYYY-MM-DD GJM<br />
|-<br />
|||Mobility Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1998.pdf 1998]</center>||1998 YYYY-MM-DD GJM||<br />
|-<br />
|||Pavement Marking Material Verification Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1585.pdf 1585]</center>||1585 YYYY-MM-DD GJM||<br />
|-<br />
|||Drilled Shaft Inspection Record for Highway signs, Luminaires, TS||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1988.pdf 1988]</center>||1988 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Drilled Shaft Concrete Volume Plot||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0393.pdf 0393]</center>||0393 YYYY-MM-DD GJM Truss Sta 24+65||<br />
|-<br />
|||Traffic Control Report Form||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1996.pdf 1996]</center>||1996 YYYY-MM-DD GJM||<br />
|-<br />
|||Traffic Advisories||<CENTER>Document</center>||(Name of advisory) YYYY-MM-DD GJM||<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''300'''||<span style="color: red">'''MATERIAL TESTING'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''303'''||'''Bases'''||||||<br />
|-<br />
|||Aggregate Inspection Daily Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1900.pdf 1900]</center>||1900 001||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0504.pdf 0504]</center>||0504 YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||Mechanical Analysis Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1901.pdf 1901]</center>||1901 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306'''||'''Concrete'''||||||<br />
|-<br />
|||Concrete Plant Equipment Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580.pdf 0580]</center>||0580 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0580A.pdf 0580A]</center>||0580A YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Proportioning Plant Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174.pdf 1174]</center>||1174 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Concrete Quality Assurance Plan||||Conc QA Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Concrete Quality Control Plan||||Conc QC Plan YYYY-MM-DD||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0503.pdf 0503]</center>||0503 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||JMF Concrete Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1976.pdf 1976]</center>||1976 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Pavement Core Record||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0502.pdf 0502]</center>||0502 YYYY-MM-DD GJM Sta 24+65||Permanent<br />
|-<br />
|||Weekly Summary Of Cert. Concrete/Comm. Central-Transit Mix||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1155.pdf 1155]</center>||1155 YYYY-MM-DD CC152||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spread sheets||||(Name of item of work) YYYY-MM-DD GJM ||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''306-1'''||'''Concrete Cylinder Break'''||||||<br />
|-<br />
|||Concrete Cylinder Break||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1999.pdf 1999]</center>||1999 YYYY-MM-DD GJM B01||Permanent<br />
|-<br />
|||Report Of Modulus Of Rupture||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1160.pdf 1160]</center>||1160 YYYY-MM-DD GJM Concrete Pavement 24+65||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''301'''||'''Density'''||||||<br />
|-<br />
||||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0509.pdf 0509]</center>||0509 YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Moisture and Density Determination of Soils||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582B.pdf 0582-B]</center>||0582-B YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||Record of Density Retests||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0582A.pdf 0582-A]</center>||0582-A YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''304'''||'''Drainage'''||||||<br />
|-<br />
|||Field Report For Concrete Pipe||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920.pdf 1920]</center>||1920 YYYY-MM-DD GJM 36 inch||Permanent<br />
|-<br />
|||Field Report For Precast Drainage Items||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920A.pdf 1920A]</center>||1920A YYYY-MM-DD GJM 60 inch Structure||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''305'''||'''Hot Mix Asphalt (HMA)'''||||||<br />
|-<br />
|||Daily Report of Bituminous Plant Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903.pdf 1903]</center>||1903 YYYY-MM-DD GJM XYZ Supplier Plant 1||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Contractor's Quality Control Tests for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903C.pdf 1903-C]</center>||1903C YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||HMA Quality Control Plan||||HMA QC Plan||Permanent<br />
|-<br />
|||HMA Quality Assurance Plan||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0587.pdf 0587]</center>||0587 HMA QA Plan||Permanent<br />
|-<br />
|||Independent Assurance Test||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1842.pdf 1842]</center>||1842||Permanent<br />
|-<br />
|||Job Mix Formula (JMF) Bituminous Field Communication||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1911.pdf 1911]</center>||1911 5E3 123145||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907.pdf 1907]</center>||1907 YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Report of Compacted Bituminous Mixture Core Density & Percent||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1907J.pdf 1907J]</center>||1907J YYYY-MM-DD Lot 1 Sublot 2 123145||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for PWL||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD PWL 5E1 Lot 1 Sublot 2||Permanent<br />
|-<br />
|||Report of Quality Assurance Testing for STA||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1903B.pdf 1903-B]</center>||1903B YYYY-MM-DD 5E1 STA 3||Permanent<br />
|-<br />
|||Pre-production Meeting Minutes||||Pre-production Meeting Minutes||Permanent<br />
|-<br />
|||PWL spreadsheet||||(Name of item of work) YYYY-MM-DD GJM||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''309'''||'''Material Certifications'''||||||<br />
|-<br />
|||Shipment Of Tested Stock Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1922.pdf 1922]</center>||1922 001||Permanent<br />
|-<br />
|||Material Certifications||<center>Cert</center>||Cert 001||Permanent<br />
|-<br />
|||Test Report||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''300'''||'''Material Source List'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|||&nbsp;&nbsp;&nbsp;&nbsp;'''Approved'''||||||<br />
|-<br />
|||Material Source List||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0501.pdf 0501]</center>||0501 001||Permanent<br />
|-<br />
|'''308'''||'''Miscellaneous'''||||||<br />
|-<br />
|||Report of Test||<center>Test</center>||Test 001||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''307'''||'''Structure'''||||||<br />
|-<br />
|||LRFD Pile and Driving Equipment Data||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1956.pdf 1956]</center>||1956 YYYY-MM-DD GJM S02||Permanent<br />
|-<br />
|||Magnetic Particle Inspection Report||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538A.pdf 0538-A]</center>||0538A YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Report Of Ultrasonic Examination Of Welds||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0538B.pdf 0538-B]</center>||0538B YYYY-MM-DD GJM B04 Beam A Diaphram 1||Permanent<br />
|-<br />
|||Structure Foundation Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0579.pdf 0579]</center>||0579 YYYY-MM-DD GJM S02 Pier 2||Permanent<br />
|-<br />
|||Welding Plan||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0395.pdf 0395]</center>||0395 123145||Permanent<br />
|-<br />
|||Welding Certs||||Welder Smith John *1G SMAW||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
|'''308-1'''||'''Traffic'''||||||<br />
|-<br />
|||Cantilever and Bridge Mount Inspection||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0519.pdf 0519]</center>||0519 YYYY-MM-DD GJM Cantiliever Sta 24+65 Rt||Permanent<br />
|-<br />
|||||||||<br />
|-<br />
| <span style="color: red">'''400'''||<span style="color: red">'''INTERNAL USE ONLY'''</span>||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''401'''||'''Certified Payrolls'''||||||<br />
|-<br />
|||Certified Payrolls||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=CP-347.pdf CP-347]</center>||CP347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Wage and Hour Division (WHD)||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||WH347 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Unapproved||<center>[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]</center>||||<br />
|-<br />
|||Certified Payroll Review Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1952.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Certified Payroll Status Log||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1954.pdf 1954]</center>||1954 ABC Contracting||<br />
|-<br />
|||Contractor’s Certified Payroll||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1955.pdf 1955]</center>||1955 YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Jobsite Poster Inspection Checklist||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||Minimum Wage Rate - Interview Sheet Tier1||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T1.pdf 1156-T1]</center>||1156-T1 Last Name YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Minimum Wage Rate - Interview Sheet Tier2||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1156-T2.pdf 1156-T2]</center>||1156-T2 Last Name YYYY-MM-DD ABC Contracting||<br />
|-<br />
|||Apprenticeship & Trainee Reports||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''402'''||'''Consultant Contracts'''||||||<br />
|-<br />
|||||||||<br />
|-<br />
|'''400'''||'''Contractor Performance Evaluations(CPE)'''||||||<br />
|-<br />
|||Contractor Performance Evaluations(CPE)||||CPE Interim ABC Contracting<br />
CPE Final ABC Contracting<br />
|-<br />
|'''403'''||'''Internal Claim Documents'''||||||<br />
|-<br />
|||Contractor Claims||||Claim 001 Lead Paint Removal ABC Contracting||7 Years<br />
|-<br />
|||Blue Book Sheets||||Blue Book Cat 650 XLT ABC Contracting||7 Years<br />
|-<br />
|||||||||<br />
|-<br />
|'''404'''||'''QA Random Numbers'''||||||<br />
|-<br />
|||Concrete||||Conc Rand Number||<br />
|-<br />
|||HMA||||HMA Rand Number||<br />
|-style="background-color: black; height:20px"<br />
|||||||||<br />
|-<br />
|||'''MDOT Oversight (local agency specific)'''||<center>[http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1967.pdf 1967]</center>||1967 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1963.pdf 1963]</center>||1963 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1964.pdf 1964]</center>||1964 YYYY-MM-DD GJM||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1965.pdf 1965]</center>||1965||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1147.pdf 1147]</center>||1147||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1969.pdf 1969]</center>||1969||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1970.pdf 1970]</center>||1970||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1971]</center>||1971||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1973.pdf 1973]</center>||1973||<br />
|-<br />
|||||<center>[https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1971.pdf 1952]</center>||1952 YYYY-MM-DD ABC Contracting||<br />
|}<br />
<br />
{|<br />
|-<br />
| Recommended 2nd Descriptors:|| style="text-align:right"|Positions: || 1F, 2F, 3F, 4F, 1G, 2G, 3G, 4G, etc.<br />
|-<br />
| || style="text-align:right"|Type: || SMAW, SAW, FCAW, GMAW, TIG<br />
|}<br />
<br />
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<br />
===[[#Resources|Resources]]===<br />
<br />
{| class="wikitable"<br />
|-<br />
! File Name !! Description <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/e/e2/MDOT_ProjectWise_Explorer_Install.pdf MDOT ProjectWise Explorer Install] || A guide for External Users for Installing ProjectWise Explorer <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo with an iOS device(iPhone, iPad, etc.)<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/1/15/ProjectWise_Unique_SP_search.pdf ProjectWise Unique Search] || Guidance for Using one of the Search Features of ProjectWise<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/8/8c/ProjectWise_Web_Quick_Reference_Card_SS4.pdf ProjectWise Web Quick Reference Card] || A brief outline of features within ProjectWise Web<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad] || Guidance for configuring an iPhone to be used as a mouse for an iPad which is running in a Citrix Environment <br />
|-<br />
| [//{{SERVERNAME}}/images_construction/7/7c/Remoting_via_Citrix_Receiver.pdf Remoting via Citrix Reciever] || Using the Citrix iPad application to remotely access another computer<br />
|-<br />
| [//{{SERVERNAME}}/images_construction/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction Documents] || Guidance for how to electronically file a variety of documents into ProjectWise<br />
|-<br />
|}<br />
<br />
<br />
{{top}}<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/E-Construction Email this Page]</div><br />
<br />
[[Category: Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Standard_Naming_Convention_Revised_2-13-20.xlsx&diff=5725File:Standard Naming Convention Revised 2-13-20.xlsx2020-02-14T00:04:47Z<p>McGowanR: </p>
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<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Standard_Naming_Convention_Revised_2-13-20.pdf&diff=5724File:Standard Naming Convention Revised 2-13-20.pdf2020-02-13T23:55:51Z<p>McGowanR: </p>
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<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5718Main Page2020-02-12T17:45:30Z<p>McGowanR: /* Recent Major Changes */ Updated to reflect Boilerplate Progress Clause Template (Rev. 2-10-20)</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
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=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
<br />
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<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
<br />
|<center>2/12/2020</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template [//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx (Revision 2/10/2020)]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717&oldid=5567 Compare It]<br />
|-<br />
<br />
|<center>01/23/2020</center>||<center>1</center>||<center>[[104.07_Contractor_Obligations#Worker_Visibility|104.07]]</center>||Update to Worker Visibility information and photos||[http://mdotwiki.state.mi.us/construction/index.php?title=104.07_Contractor_Obligations&diff=5710&oldid=4920 Compare It]<br />
|-<br />
|<center>01/21/2020</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Local Agency Boilerplate Preconstruction Meeting Minutes - January 2020||[//{{SERVERNAME}}/images_construction/5/5d/LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_January_2020.docx View Here]<br />
|-<br />
|<center>01/21/2020</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Update for entire Soil Erosion and Sedimentation Control (NPDES) section||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5694&oldid=5664 Compare It]<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
|-<br />
|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
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<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
<br />
|<center>01/22/2020</center>||<center>Prevailing Wage Oversight Procedures</center>||<center>[[Prevailing_Wage_Oversight_Procedures#JOBSITE_POSTING| Jobsite Posting]]</center>||Updated contact information on the Title VI Poster and Coordinator site information||[http://mdotwiki.state.mi.us/construction/index.php?title=Prevailing_Wage_Oversight_Procedures&diff=5703&oldid=5036 Compare It]<br />
|-<br />
<br />
<br />
<br />
|<center>11/12/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)#Notification_2| 208]]</center>||Soil Erosion and Sedimentation Control Notifications: Updated Notice of Coverage (NOC) and Notice of Termination (NOT) charts||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5663&oldid=5586 Compare It]<br />
|-<br />
|<center>10/29/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Eligibility_and_Use|Indirect Testing Charges - Eligibility and Use]]</center>||Updated first bullet information for clarity and to include examples||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5659&oldid=5654 Compare It]<br />
|-<br />
|<center>10/28/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/4/45/Eng_Record_Cert_list_10-23-19.pdf View Here]<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
|-<br />
|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
|-<br />
|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
|-<br />
|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
|-<br />
|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
|-<br />
|}<br />
</div><br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
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{{top}}<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5717102.02 Contents of Proposal - Progress Clause2020-02-12T17:40:24Z<p>McGowanR: /* Boilerplate Progress Clause */ Updated Boilerplate Progress Clause Template (Rev. 2-10-20)</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
<br />
==[[#Progress Clause|Progress Clause]]==<br />
<br />
The progress clause is intended to specify the construction timing and schedule requirements to the contractor. The progress clause is provided by the Construction Engineer at the Omissions and Errors Check (OEC) meeting. This document provides the project start and completion dates as well as any interim dates (e.g. open to traffic, staging, milestone) The contractor is required to prepare a progress schedule for submittal that incorporates the project dates as noted in the progress clause. Traffic requirements and liquidated damages are not to be described in detail in the progress clause. However, the progress clause must mention that failure to meet the specified date(s) will result in the assessment of liquidated damages as specified in other contract documents.<br />
<br />
If the project involves an expedited schedule, the progress clause is to include the language referenced in the Boilerplate Progress Clause.<br />
<br />
The Special Provision for High-Tension Cable Barrier, 12SP807(F), requires corrective action for end terminal foundation movement exceeding one inch within 12 months of final cable tensioning. This requirement dictates that high-tension cable barrier projects must have delayed final acceptance. The final acceptance date must occur after the 12 month acceptance period for the barrier and after any corrective work required of the contractor. This will ensure specification compliance and allow the completion of any corrective actions.<br />
<br />
Progress clause documentation must also take this 12 month acceptance period into account for final project completion dates. The contractor must have time to complete the required measurements and perform any corrective action that is required. It is suggested that an additional 60 days be included on these projects in addition to the 12 month period to allow for completion of corrective action.<br />
<br />
The table below details the recommended timelines for delivery and procurement of typical long-lead items. When developing the Progress Clause dates, consider these timelines as they can have a significant impact on the constructability of a project. Considerations should also be made for any procurement times associated with unique special provisions where certain manufacturers or products are specified. More information regarding steel superstructure is provided [[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause_for_Steel_Superstructure_Projects|here.]]<br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Typical Long-Lead Items'''</center><br />
|-<br />
!<br />
<center>'''Work Item'''</center><br />
!<br />
<center>'''Lead Time<br />
(includes typical timeframes for development and review of procurement, shop drawings, fabrication, and delivery)<br />
'''</center><br />
|-<br />
|<br />
Steel Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|<br />
26 weeks<br />
|-<br />
|<br />
Bascule, Arch, Tub Girder, High Performance Steel, Plate Girders and Rolled Beams – with flange thicknesses three inches or greater<br />
|<br />
Consult Structural Fabrication Unit<br />
|-<br />
|<br />
Steel Pipe pile in excess of 14 inches diameter, and HP shapes greater than 14 inches in depth.<br />
|<br />
12 weeks <br />
|-<br />
|<br />
Concrete Beams<br />
|<br />
8 to 12 weeks<br />
|-<br />
|<br />
Mast Arms / Strain Poles<br />
|<br />
25 weeks<br />
|-<br />
|<br />
Concrete Spun Poles<br />
|<br />
14 weeks<br />
|-<br />
|<br />
Lighting Towers<br />
|<br />
25 weeks <br />
|-<br />
|<br />
Intelligent Transportation Systems (ITS) projects and components<br />
|<br />
Consult ITS Program Office<br />
|-<br />
|<br />
Delineator and 3# U-Channel Posts<br />
|<br />
21 to 34 weeks<br />
|-<br />
|<br />
Barrier Gates<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|-<br />
|<br />
Work Zone Speed Trailers<br />
|<br />
5 to 10 weeks - Consult Work Zone Delivery Engineer<br />
|}<br />
<br />
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===[[#Boilerplate Progress Clause|Boilerplate Progress Clause]]===<br />
<br />
The file link provided below is intended to serve as a boilerplate document for creating a progress clause. Text is to be reviewed, deleted, modified, or added before incorporation into the proposal document.<br />
<br />
[//{{SERVERNAME}}/images_construction/4/40/Boilerplate_Progress_Clause_Template_2-10-20.docx Boilerplate Progress Clause Template 2-10-20]<br />
<br />
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<br />
===[[#Progress Clauses with Incentive or A+B Schedules|Progress Clauses with Incentive or A+B Schedules]]===<br />
<br />
Incentive special provisions provide monetary amounts for completion of work before specified contract dates. These special provisions, if applicable, are to be referenced in the progress clause for successfully meeting dates or times, but the specific incentive requirements and monetary amounts are to be included in a unique special provision. The special provision is to be titled Special Provision for Incentive, (Route (Structure Number)), (Incentive Type). The structure number is only to be included on bridge projects and if the bridge has an associated incentive. Incentive types are: Completion of Work; Interim Completion of Work; and Open to Traffic. Incentive projects are to include the Special Provision for [https://mdotcf.state.mi.us/public/dessssp/spss_source/12SP-108A-02.pdf Extension of Time and Increased Costs for Incentive Projects].<br />
<br />
MDOT is phasing out the disincentive terminology. This language simply references failure to meet the contract incentive requirements. The disincentive language is not to be used on construction oversight documentation. Not meeting the incentive requirements will result in the application of liquidated damages and the associated pay item “Liquidated Damages, Other”.<br />
<br />
The calculation of incentive values based on user delay costs must be documented and placed in the appropriate project folder in the ProjectWise directory. <br />
<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
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<br />
===[[#Progress Clause for Steel Superstructure Projects|Progress Clause for Steel Superstructure Projects]]===<br />
This document provides guidance to the TSC construction/project engineer in determining contract milestones for the progress clause in projects requiring steel beams or steel girders, and large format steel foundation piling. This formation is to be used to estimate timeframes for the progress clause for the order and delivery of steel piling, and beams/girders after the project award. <br />
<br />
Once a bridge project is awarded, the contractor will place an order with a structural steel fabricator. The structural steel fabricator will then need to place an order with a steel mill for the required plates and shapes. The steel mills produce heats of different types and sizes of steel. For example, a mill may produce 36-inch rolled beams one week and piling the following week, and other mills may exclusively produce plates, but only roll certain thicknesses once or twice a month. Structural steel rolled in a given heat is typically already devoted to an already placed order, and the mill rolling typically occurs between four to twelve weeks after the order has been placed. Many factors influence when a fabricator can take delivery from a mill, including demand from other states’ bridge programs, demand from other domestic and international industries, cost, availability, and stockpiles of raw material; and production status of mills around the country. Fabricators do not stockpile most types of beams or plate steel. This is consistent with the just-in-time concept of manufacturing common in industry today.<br />
<br />
For some small orders or certain types of steel, such as pin and hangers (link plates and pins), fabricators can purchase the needed steel through warehouses or they may have their own supply. For emergencies, such as from a high load impact, fabricators can purchase the needed steel items from national warehouses. However, the cost of this steel may be much higher, and is not economically feasible (to the fabricator or the state) for large orders.<br />
<br />
The table below details the recommended timelines in which steel delivery to the project site can be expected.<br />
<br />
<br />
<center>'''Table 707.1'''</center><br />
{| class="wikitable" style="margin: auto;"<br />
|-<br />
! Work Item – Order and Delivery of Steel Beams !! Time<br />
|-<br />
| Plate Girders and Rolled Beams – with flange thicknesses less than three inches<br />
|| 26 weeks after award<br />
|-<br />
| Bascule, Arch, Tub Girder, High Performance Steel (HPS Grade 70 or 100), Plate Girders and Rolled Beams – with flange thicknesses three inches or greater|| Consult Structural Fabrication Unit(*)<br />
|-<br />
|Pipe pile in excess of 14 inches nominal diameter, and HP shapes greater than 14 inches in depth.<br />
||12 weeks after award <br />
|}<br />
<br />
<br />
:*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov]) for assistance in developing the timeframes for order and delivery of steel in preparing the progress clause. <br />
<br />
<br />
For plate girders and rolled beams with flange thicknesses less than three inches, the recommended time from award to delivery at the project site is based on the following:<br />
<br />
* Up to three months for steel delivery from mill to fabricator,<br />
* Up to two months for fabrication,<br />
* Up to one month for submittal and approval of requests for information (RFI’s) and shop drawings, and shipping of the fabricated product to the project site.<br />
<br />
Smaller diameter pipe pile and pile shapes such as HP12 and HP14 are rolled by multiple steel mills on a regular basis and should be readily available. For pile sections greater than 14 inches in diameter or depth, such as HP16 and HP18 shapes, and 16 inch diameter pipe pile, there are fewer mills to choose from and the rolling schedules are less frequent. Therefore, the recommended time frame for those shapes is 12 weeks after award. This is based only on delivery since fabrication time and shop drawings are not required. <br />
<br />
While in many cases for structural steel, delivery can occur before the 26 week time frame, there are many variables which can influence steel delivery and frequently they cannot be determined at the time the progress clause is written. In addition to the factors influencing delivery of steel from the mill to the fabricator, the contractor that is awarded the contract and the fabricator they choose can affect the timeline. The fabricator chosen by the contractor may have less work or greater production capabilities than another fabricator. Some fabricators may try to book their production schedules such that by late winter or early spring they are fully booked through the summer or into fall. For this reason jobs let in the spring may have fewer fabricators available to complete the work and the jobs can be difficult to complete in one season especially if designed for part-width construction. In addition, the timeline to deliver steel beams for stage one of a part-width project may take the majority of the recommended timeline for delivery of both stages as the fabricator may elect to apply some aspects of fabrication to both stages instead of completing stage one in total before starting on stage two. The mill order and other milestones may take equal time whether they include one or both stages.<br />
<br />
For the reasons outlined above, it is recommended that the table above be used when developing progress clauses for projects with steel superstructures or large format piling. Careful consideration is to be made on projects with staged construction, or interim completion or interim open to traffic dates.<br />
<br />
If you have any questions please contact the Structural Fabrication Unit at [mailto:MDOT-StructuralFabrication@michigan.gov MDOT-StructuralFabrication@michigan.gov].<br />
<br />
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<br />
===[[#Determination of Work Days/Completion Date|Determination of Work Days/Completion Date]]===<br />
<br />
Work Day/Completion Date Determination, '''''Figure 102-2''''', shows the worksheet to be used for calculating the estimated time to complete major work items and arrive at the total work days/completion date for completion of all work items. Anticipated start dates should consider letting date and earliest possible award dates to avoid an unrealistic completion date on calendar day date projects. This worksheet should remain on file at the project office and become part of the permanently retained project files for audit purposes.<br />
<br />
[[file:Figure 102-2.JPG|thumb|center|600px|Figure 102-2 - Work Day/Completion Date Determination]]<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Section]</div><br />
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<br />
===[[#Critical Path Networks|Critical Path Networks]]===<br />
<br />
Critical Path Networks are often needed to develop the Progress Clause for a project. With MDOT-designed projects, the project manager is required to develop a Critical Path Network on any project that includes an Incentive or Special Liquidated Damages clause. It is recommended that the project manager develop a Critical Path Network for projects with the following characteristics:<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''Critical Path Network Project Characteristics'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
New construction.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Major reconstruction or rehabilitation on an existing roadway that will severely disrupt traffic.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
Unique or experimental work.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
More than one construction season.<br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Complex staging (multiple stages with traffic shifts).<br />
|}<br />
<br />
There may be other projects that do not meet these criteria which should have a Critical Path Network. The project manager will need to evaluate each project separately. The appropriate construction staff Engineer from the Construction Section and the Engineer assigned to the project should be consulted when determining the need for and when developing a Critical Path Network.<br />
<br />
Preparation of a Critical Path Network is a requirement on all consultant-designed projects, regardless of the project type or complexity. The Engineer should contact the Design Consultant Coordination Unit for the project's critical path, if they have not received it, to prepare the Progress Clause.<br />
<br />
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<br />
===[[#Construction Time Estimates - Production Rates|Construction Time Estimates - Production Rates]]===<br />
<br />
The file link provided below contains production rates for major work items. The link will prompt you to download the file.<br />
<br />
[//{{SERVERNAME}}/images_construction/8/8f/MDOT_Production_Rates_.xlsx MDOT Production Rates]<br />
<br />
[[File:MDOT Production Rates 2018.png|center|600px|link=//{{SERVERNAME}}/images_construction/8/8f/MDOT_Production_Rates_.xlsx]]<br />
<br />
These rates should be used as guides and adjusted as necessary to reflect project specific conditions (accessibility, site, traffic, region, quantities, etc.) and previous work history in the area. The rates include a low, average, and high production rate estimate which should serve as helpful guidance to both Design & Construction Engineers when developing and administering the project (evaluating schedules, progress clauses, force accounts, extra work, etc.). The rate range is intended to reflect & capture around 80% of typical projects, with the allowance that some outliers will exist due to extenuating project circumstances.<br />
<br />
<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/102.02_Contents_of_Proposal Email this Page]</div><br />
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[[Category:Construction Manual]]<br />
[[Category:Division 1]]<br />
[[Category:Section 102]]<br />
[[Category:Pre-Construction]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Boilerplate_Progress_Clause_Template_2-10-20.docx&diff=5716File:Boilerplate Progress Clause Template 2-10-20.docx2020-02-12T17:34:23Z<p>McGowanR: </p>
<hr />
<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5713FieldManager2020-02-05T20:14:09Z<p>McGowanR: /* Inspector's Daily Report (IDR) */ Updated Sample IDR image with one that E-Signed to reflect current process.</p>
<hr />
<div><div style="text-align: center;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
<br />
==[[#FieldManager|FieldManager]]==<br />
[http://michigan.gov/mdot/0,1607,7-151-9625_47921---,00.html FieldManager] is a construction management system employed by over 1000 users to manage and track road and bridge construction projects in Michigan. It will be used by MDOT’s Region, TSC and construction field offices, local government agencies and construction consultants. Business functions automated by FieldManager include the following.<br />
<br />
* Contractor payments<br />
* Inspector’s Daily Reports (IDR)<br />
* Daily Diaries<br />
* Work item progress<br />
* Contract Modifications<br />
* Material usage<br />
* Stockpile management<br />
* Estimates<br />
* Project finalizations<br />
<br />
Construction projects are initialized in FieldManager from files that have been created in Lansing using AASHTO’s Trns*port software. Once construction begins, FieldManager stringently monitors and reviews the work activities that occur throughout the life of each project. IDR information is captured on notebook computers directly at the construction sites and later transferred to a network, or desktop computer, located in the field office responsible for managing the project. More than 50 inquires are available to provide information when and where it is needed. FieldManager also sends pertinent data to Trns*port software on a daily basis.<br />
<br />
The FieldManager suite of products consists of four components:<br />
<br />
* '''FieldManager''' - The main component, which usually runs at the field office and manages product data by processing IDR’s, Contract Modifications and Estimates.<br />
<br />
* '''FieldBook''' - Used to gather IDR information directly at the construction site and sends the IDR’s electronically to FieldManager.<br />
<br />
* '''FieldPad''' - A subcomponent of FieldBook that runs on a hand held device.<br />
<br />
* '''FieldBuilder''' - Allows local government and consulting agencies to establish their own respective FieldManager projects on contracts that will not be processed through the Trns*port system.<br />
<br />
For information on acquiring the software, self-paced FieldManager and FieldBook Tutorials, FieldManager User’s Guide, Trns*port interface or technical questions, please call the FieldManager Help Line at 517-322-1556.<br />
<br />
Current information on FieldManager system requirements, articles, press releases, events, presentations, license feed, etc., can be found at [http://www.fieldmanager.com www.fieldmanager.com]<br />
<br />
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<br />
===[[#Using FieldManager to Track Design-Build Contracts|Using FieldManager to Track Design-Build Contracts]]===<br />
<br />
<br />
The purpose of this section is to provide instructions on how to utilize FieldManager to track design-build contracts. When design-build contracts are awarded, the managing office will receive the FieldManager initialization file (live contract) through FieldNet, which contains three-to-five pay items used to pay the contractor. However, design-build contracts do not use typical construction work items; therefore, FieldManager will utilize two contracts. In addition to the “live contract,” the managing office will also use a “shadow contract”, which will be used to:<br />
<br />
<br />
# Document construction activities<br />
# Document work items<br />
# Track material usage and approvals<br />
<br />
<br />
<br />
In short, continue using MDOT procedures when documenting the above items in the shadow contracts.<br />
<br />
<br />
It is critical to track and document material usage on design-build contracts. Book 2 section 2 of <br />
<br />
design-build contracts require the design-build team to provide MDOT with the estimated quantities for all items that require inspection or testing in accordance with MDOT’s ''Material Source Guide''. The team must submit this information with or before the “released for construction” documents. The managing office will manually enter this information into the shadow contract.<br />
<br />
<br />
FieldNet will be used for the live contract pay estimates, contract modifications, and contractor performance evaluations; however, FieldNet will not be used to process these electronic files for shadow contracts. <br />
<br />
{{top}}<br />
<br />
===[[#Documenting Procedures for Live and Shadow Contracts|Documenting Procedures for Live and Shadow Contracts]]===<br />
# When the initialization file is received through FieldNet, contact the FieldManager Help Desk to acquire a shadow contract initialization file.<br />
# Use the following contract ID naming convention:<br />
#* Live contract: 38103-105785<br />
#* Shadow contract: _38103-105785X<br />
# Use the following project number naming convention:<br />
#* Live contract: 105785A<br />
#* Shadow contract: _105785AX<br />
# Adding shadow contract items and materials:<br />
<br />
a. Add items through:<br />
<br />
:* Contract modifications, or<br />
:* Tracked as unattached items<br />
<br />
b. Add materials associated with items as needed.<br />
<br />
# Subcontracts – Enter subcontracts into the live contract and the shadow contract; this includes the design subcontract.<br />
# Construction Started Date – Populate the FieldManager Docu &gt; General tab &gt; “Construction started date” is to be populated when the design starts (just after award) on the live and shadow contracts, as the designer is a subcontractor.<br />
# Contract Files – Include shadow contract documents in the original live contract files.<br />
# Contractor Performance Evaluations (CPE) – Shadow contract CPEs will not be used for official contract documentation, but they must be generated before FieldManager will allow a final estimate to be completed. Use N/A to fill out the ratings tab for shadow contract CPEs.<br />
# Archiving Shadow Contracts – Archive the contract in FieldManager after completing the final estimate, as is required with the live contract.<br />
# FieldNet – You can use FieldNet to transfer shadow contract files between FieldManager and FieldBook, as can be done with any live contract. Contact the FieldManager Help Desk should you wish to use this feature.<br />
# Contractor Read-Only (CRO) Files – In most cases, managing offices will not be creating biweekly shadow contract estimates. Therefore, contractors will not automatically receive CRO files as estimate creation is the auto-send CRO trigger. Users can still send CRO files to contractors via FieldNet by using FieldManager’s File &gt; Export &gt; Transfer contracts functionality.<br />
# Stockpiles – This feature can be used on shadow contracts depending on how the managing office chooses to track contractor progress within the shadow contract.<br />
<br />
<br />
To request a shadow contract or FieldManager support for design-build contracts, please contact the FieldManager Help Desk at 517-322-1556.<br />
<br />
<br />
===[[#Mobile Inspector|Mobile Inspector]]===<br />
Mobile Inspector is an app designed to run on tablets and smart phones. The purpose of the app is to allow inspectors in the field to create Inspector Daily Reports (IDRs) using a mobile device. Mobile Inspector runs on any device running Apple’s iOS or Android. It is designed to be as simple to use as possible. <br />
<br />
<br />
Key features of the Mobile Inspector app include:<br />
* Intuitive user interface.<br />
* Easy IDR instruction for co-ops.<br />
* Can create IDRs while walking around at job site.<br />
* Voice recognition can be used instead of typing.<br />
* IDRs completed in Mobile Inspector are automatically sent to FieldManager.<br />
* Contract refreshes are automatically sent from FieldManager to Mobile Inspector.<br />
* Does not require connectivity to enter IDRs.<br />
* Runs on iPads, iPhones, and Android devices.<br />
* Can be used by MDOT and consultant staff for any project where an MDOT facility is the managing office.<br />
* Inspectors will not need training when MDOT implements AASHTOWare Project Construction & Materials as the app works with both FieldManager and the AASHTOWare software.<br />
<br />
<br />
For more information on Mobile Inspector click on the link below:<br />
<br />
[http://youtu.be/rDhzXLaIR1E Mobile Inspector]<br />
<br />
<br />
Reference the links below for FieldManager User’s Guide Supplements along with information related to installing and using Mobile Inspector devices with FieldManager:<br />
<br />
[http://www.michigan.gov/documents/mdot/ugsup_loc_cns_52_516676_7.pdf User's Guide Supplements]<br />
<br />
[//{{SERVERNAME}}/images_construction/5/5a/Managing_Info_Tech_Mobile_Inspector_within_FieldManager.pdf Mobile Inspector Device Setup Guide]<br />
<br />
<br />
<br />
===[[#FieldManager "Guest" User Account | FieldManager "Guest" User Account]]===<br />
<br />
In the past, individuals requiring FieldManager user accounts with a security level of "Read Only" have been added to the FieldManager user list at each office on an as needed basis. The number of people requesting "Read Only" access to FieldManager was significantly increasing, which causes additional work in requesting, establishing, and maintaining each individual account.<br />
<br />
The FieldManager Administration Group established a "Guest" user account in FieldManager at all offices that are connected to MDOT's network. This account has a Security Level of "Read-Only" and appears in the FieldManager user list with a User ID of "Guest.” It is very important that no one at your office changes any information or removes this account from your FieldManager user list. <br />
<br />
Those that need read-only access to FieldManager can use the account by logging into FieldManager with a User ID of "Guest" and a password of "Guest." Only MDOT employees that have a valid Netware User ID and valid FieldManager installation will be able to log into FieldManager using this account.<br />
<br />
<br />
<br />
===[[#Standard Rounding Convention Guidance | Standard Rounding Convention Guidance]]===<br />
The Michigan Department of Transportation (MDOT) utilizes the following standard rounding convention for accuracy and consistency for all quantity postings. <br />
<br />
<br />
{| class="wikitable"<br />
|-<br />
!Unit!!Type!!Accuracy<br />
|-<br />
|Acre||Area||0.000<br />
|-<br />
|Sft||Area||0.00<br />
|-<br />
|Sin||Area||0.00<br />
|-<br />
|Syd||Area||0.00<br />
|-<br />
|Dlr||Dollar||0.00<br />
|-<br />
|Ea||Each||0.00<br />
|-<br />
|Ft||Length||0.00<br />
|-<br />
|Lnmi||Length||0.000<br />
|-<br />
|Mile||Length||0.000<br />
|-<br />
|Rbmi||Length||0.000<br />
|-<br />
|Sta||Length||0.00<br />
|-<br />
|Cft||Volume||0.00<br />
|-<br />
|Cyd||Volume||0.00<br />
|-<br />
|Gal||Volume||0.00<br />
|-<br />
|Lb||Weight||0.00<br />
|-<br />
|Ton||Weight||0.00<br />
|}<br />
<br />
Calculations should not be rounded until the final quantity value is ready to be posted. The following are some examples of how values should be rounded and posted.<br />
<br />
<u>'''Syd'''</u><br />
<br><br />
12.25 x 55.18 = 675.955 Sft<br />
::+<br />
12.12 x 44.30 = 536.916 Sft<br />
::+<br />
1.81 x 19.54 = 35.367 Sft<br />
<br />
'''Total:''' 1248.238 Sft / 9 = 138.693 Syd<br />
<br />
'''Posting:''' 138.69 Syd<br />
<br />
<br />
<br />
<br />
<u>'''Cyd'''</u><br />
<br><br />
12.25 x 55.18 x 1.12 = 757.070 Cft<br />
::+<br />
12.12 x 44.31 x 1.11 = 596.111 Cft<br />
<br />
'''Total:''' 1353.181 Cft / 27 = 50.118 Cyd <br />
<br />
'''Posting:''' 50.12 Cyd<br />
<br />
{{top}}<br />
<br />
==[[#Inspector's Daily Report (IDR)|Inspector's Daily Report (IDR)]]==<br />
<br />
Perhaps the single most important type of project documentation is the Inspector’s Daily Report (IDR) and its variations. Because of the IDR’s importance, it is imperative that it be prepared correctly, legibly and thoroughly. At the very minimum, a completed IDR must include all report header information, a statement in the body of the report and a signature of the person who reviewed the IDR. The person reviewing the IDR should not be the author of the IDR. <br />
<br />
The exact nomenclature and pay item code number shown in the proposal must be used when turning in a pay item. Any inaccuracy in nomenclature or code can be misleading, as many contracts contain pay items with similar nomenclature. <br />
<br />
The recommended work flow method for submitting automated or manual IDR’s to the office for processing is to have each individual inspector complete the IDR and submit it to the office for processing. <br />
<br />
Regardless of the method used, it is always the senior technician’s responsibility to collect all reports daily, review them and turn them into the office technician. Either the senior technician or the office technician checks and initials all computations. <br />
<br />
Inspectors should complete and submit reports no later than the first work day after the work was performed. The sooner information is put in writing, the more accurate it will be. <br />
<br />
In addition to the pay items, other details to be documented in the body of the report include Subcontractor information, final pay item quantities, final pay item field measurement (these items should be clearly labeled as final measured), associated pay item test material usage and comments, comments on maintaining traffic and maintenance of traffic devices (traffic device checks must be recorded daily). Anytime a material is posted to a pay item on an IDR, the inspector on site must note visual inspection of all materials on the IDR. Comments on attitude and quality of Contractor’s work may also be recorded. <br />
<br />
Other details that should be recorded include complaints from the public, along with inspector responses to these complaints, unusual events, daily weather conditions and accidents. Exceptionally good or bad work may also be cited. <br />
<br />
Questions regarding this process can be answered by calling the FieldManager Help Line at 517-322-1556.<br />
<br />
A sample IDR is shown in '''''Figure 101-1'''''.<br />
<br />
[[File:Figure 101.04-1.png|thumb|center|500px|Figure 101-1 - Sample IDR]]<br />
<br />
[[File:Figure 101.04-1cont E-Signed.png|thumb|center|500px|Figure 101.04-1 (cont.) E-Signed - Sample IDR]]<br />
<br />
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<br />
===[[#Documentation of Inspector Daily Reports|Documentation of Inspector Daily Reports]]===<br />
The purpose of this is to remind construction staff of documentation requirements related to the retention of Inspector Daily Reports (IDRs) and any revisions made to the IDR. A 2013 Federal Highway Administration (FHWA) billing review noted deficiencies with retention of IDR documentation.<br />
<br />
The 2013 FHWA billing review discovered that in some cases original IDRs are not being retained in the project files. Construction staff is to retain all original IDRs and any revisions to the IDR. These documents must be placed in the paper or electronic project files. This requirement applies to all federal aid projects regardless of construction oversight by MDOT, consultant, or local agency.<br />
<br />
The requirement to maintain these documents has been previously referenced for local agency projects [http://mdotwiki.state.mi.us/construction/index.php/Local_Agency#Project_Administration_MDOT-Let_Local_Agency_Projects here], which states in part the following:<br />
<br />
In addition, when Inspector’s Daily Reports (IDRs) are modified or changed, the original and all revisions are to be kept in the project files as a permanent part of the project records.<br />
<br />
This information and requirement must be reinforced to all construction staff at MDOT, consultant offices and local agencies. These documents are considered source documentation and must be maintained in the project files. The documentation requirements are applicable to all federally funded projects.<br />
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<br />
===[[#Revisions to Inspector Daily Reports|Revisions to Inspector Daily Reports]]===<br />
All generated Inspector Daily Reports (IDRs) (FieldManager, FieldBook, Mobile Inspector) and associated generated revisions to those respective IDRs must be retained for audit purposes. These documents are considered source documentation and must be maintained in the project files (paper or ProjectWise) per established MDOT requirements. This requirement applies to all federal and/or state aid projects regardless of construction oversight by MDOT, consultant, or local agency.<br />
<br />
An IDR is considered an official source document when it has the status of “Generated” in FieldManager. Generated IDRs receive signatures from the reviewer. The following guidance is to be followed when making a revision to an IDR that has a status of “Generated” in FieldManager. This does not pertain to IDRs that have a status of “Draft”.<br />
<br />
In situations that require a correction be made to any IDR that has previously been generated, the correction must be made and cross referenced on a new IDR for the same date and be submitted for permanent record in the project files. <br />
<br />
If an IDR with the status of “Generated” requires a correction, the following tasks must be completed:<br />
<br />
:1. The original IDR is an official source document and must be retained in the project files.<br />
:2. No changes can be made to the original signed IDR. <br />
:::a. The correction(s) must be noted/highlighted on the PDF of the revised IDR.<br />
:::b. The correction(s) must be adequately documented for audit purposes and correlated on the revised IDR.<br />
:::c. Every revised IDR must be a separate document.<br />
:3. The document names for original and revised IDRs must follow the current [http://mdotwiki.state.mi.us/construction/index.php/E-Construction#Construction_Documentation_Standard_Naming_Conventions_for_e-Construction|MDOT Standard Naming Convention for e-Construction.]<br />
<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
{{top}}<br />
<br />
==[[#Contractor Read-Only Files|Contractor Read-Only Files]]==<br />
Prime contractors are eligible to receive read-only copies of FieldManager files for their awarded contracts. Subcontractors are eligible to receive read-only copies of FieldManager files with approved subcontracts. This applies for all projects let through the Michigan Department of Transportation (MDOT). Managing offices use FieldManager’s read-only distribution function, which automatically sends contractor read-only copies whenever construction pay estimate reports are generated. On rare occasions contractors may also request an additional contractor read-only copy during a time frame that is outside of the normal construction pay estimate report process. These contractor read-only copies can be sent upon mutual agreement of the Engineer.<br />
<br />
This policy encourages managing offices and contractors to take advantage of the following contractor read-only benefits:<br />
*Improved communication between managing offices and contractors.<br />
*Reduced time required to gather information for contractors <br />
*Reduced volume of questions from contractors <br />
*More accurate and timely information from contractors <br />
*Earlier identification of errors and concerns <br />
*More current material tracking <br />
*More efficient discussions concerning item and material status reviews <br />
*More efficient review of contract modifications <br />
*Timelier responses from MDOT during the busy construction season <br />
*Improved quality and timeliness of Inspector Daily Reports (IDRs) <br />
*Improved contract finalization process <br />
*Elimination of some contractor spreadsheets and hand-generated data <br />
*Elimination of difficulties related to viewing information received due to poor quality faxes <br />
*Improved managing office/contractor relationships <br />
<br />
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===[[#Managing Office Information|Managing Office Information]]===<br />
The managing office is to add the active FieldNet ID of the prime contractor and any subcontractors to the read-only distribution list in FieldManager. This will provide the read-only files to those contractors who have a valid FieldManager read-only license or a FieldManager contractor license.<br />
<br />
The list of active contractor FieldNet ID’s is maintained in FieldManager. For detailed instructions on how to add FieldNet ID’s to the read-only distribution list in FieldManager, consult the [http://stateofmichigan.sharepoint.com/sites/mdot/Organizational/field_services/construction/Shared%20Documents/ugsup_dot_53a.pdf FieldManager User’s Guide Supplement (For MDOT Offices)].<br />
<br />
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===[[#Contractor Information|Contractor Information]]===<br />
Contractors must obtain a FieldManager license to receive contractor read-only copies. Licenses can be obtained by purchasing a FieldManager read-only license or a FieldManager contractor license from Info Tech, Inc. at 352-381-4400 or [mailto:info@infotechfl.com info@infotechfl.com]. See [http://www.fieldmanager.com www.fieldmanager.com]<br />
for prices. <br />
<br />
MDOT certified Disadvantaged Business Enterprise (DBE) firms performing the types of work that utilize FieldManager may obtain their license through MDOT’s DBE FieldManager Volume Purchase Agreement. Contact MDOT’s Business Development Division at 517-241-4806 for details.<br />
<br />
When installing FieldManager, contractors must configure the software as specified in MDOT’s [http://www.michigan.gov/documents/mdot/ugsup_cnt_53_555649_7.pdf FieldManager User’s Guide Supplement (For Michigan Contractors)].<br />
<br />
Contractors must keep their release of FieldManager current to continue receiving contractor read-only copies. All license types include delivery of new FieldManager releases issued during the license period.<br />
<br />
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===[[#MDOT Read-Only Files for Local Agency and Consultant Contracts|MDOT Read-Only Files for Local Agency and Consultant Contracts]]===<br />
To respond in a timely manner to audit and Federal Highway Administration (FHWA) requests, files must be up-to-date in the MDOT FieldManager system. A manually generated FieldManager read-only file must be submitted to the managing MDOT Transportation Service Center (TSC) office by the local agency, their consultant, or a consultant hired by MDOT prior to the start of construction operations. An updated read-only file must also be provided with the submission of each bi-weekly pay estimate. The updated read-only file can be automatically sent by using FieldManager’s read-only distribution list. This distribution is required for all MDOT consultant oversight projects and all federally funded local agency projects with oversight by direct forces or a consultant.<br />
<br />
This requirement is to be discussed at the local agency preconstruction meeting or the expectations meeting with direct hired consultants. Local agency and consultant offices must use FieldManager’s read-only distribution function. MDOT may also request a read-only copy at any time during the life of the contract.<br />
<br />
For detailed instructions on how to send manual and automatic updates using the read-only distribution list in FieldManager, consult the [http://www.michigan.gov/documents/mdot/ugsup_loc_cns_53_555651_7.pdf FieldManager User’s Guide Supplement (For Michigan Local Agencies and Consultants)].<br />
<br />
If you have any questions regarding this information, please contact MDOT’s FieldManager Help Desk at 517-322-1556 or [mailto:fieldmanager-admin@michigan.gov fieldmanager-admin@michigan.gov].<br />
<div style="text-align: right;">[mailto:Change?body=http://mdotwiki.state.mi.us/construction/index.php/FieldManager Email this Page]</div><br />
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[[Category:Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:Figure_101.04-1cont_E-Signed.png&diff=5712File:Figure 101.04-1cont E-Signed.png2020-02-05T20:11:19Z<p>McGowanR: </p>
<hr />
<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Final_Project_Review_Procedures&diff=5671Final Project Review Procedures2019-12-19T21:34:36Z<p>McGowanR: Created Redirect for Searching "Final Project Review Procedures"</p>
<hr />
<div>#REDIRECT [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Frequently_Searched_Items&diff=5670Frequently Searched Items2019-12-19T21:31:13Z<p>McGowanR: Added Link for Final Project Review Procedures</p>
<hr />
<div>:[http://mdotwiki.state.mi.us/construction/index.php/Construction_Contract_Modification_Process_Overview Contract Modification] and FHWA limits (formerly FHWA BOHIM)<br />
:[http://mdotjboss.state.mi.us/webforms/WebFormsHome.htm Mdot forms search]<br />
:[http://www.michigan.gov/mdot/0,4616,7-151-9625_21539_21546---,00.html MDOT Average unit prices]<br />
:[http://www.michigan.gov/mdot/0,4616,7-151-9625_21540_36037---,00.html MDOT Design Estimating Average Unit Price]<br />
:[http://mdotcf.state.mi.us/public/trnsport/ Construction Contractor Inquiries for letting dates, item numbers, status] <br />
:[http://mdotjboss.state.mi.us/SpecProv/specProvHome.htm Frequently used special provisions] <br />
:[http://mdotcf.state.mi.us/public/design/englishstandardplans/ MDOT Standard plans]<br />
:[http://mdotcf.state.mi.us/public/tands/plans.cfm MMUTCD chapter 6] <br />
:[http://www.michigan.gov/mdot/0,4616,7-151-12965_14036---F,00.html Traffic Sign Details]<br />
:[https://mdotjboss.state.mi.us/BidLetting/BidLettingHome.htm E proposal to find plans, proposals for jobs that are let]<br />
:[http://mdotjboss.state.mi.us/BidLetting/BidLettingHome.htm Bid tabs from lettings] <br />
:[http://www.michigan.gov/mdot/0,4616,7-151-9622_11044_11367_68095---,00.html Material source guide]<br />
:[http://mdotjboss.state.mi.us/webforms/NewRevisedConstrForms.htm Check for latest MDOT Form updates]<br />
:[http://mdotwiki.state.mi.us/construction/index.php/105.10_Source_of_Steel_and_Iron Formerly Buy America BOHIM] <br />
:[http://mdotwiki.state.mi.us/construction/index.php/501_-_Plant_Produced_Hot_Mix_Asphalt HMA Inspector’s Daily report requirements - (Formerly CA (2006-07))]<br />
:[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf Documentation Guide]<br />
:[http://mdotwiki.state.mi.us/construction/index.php/102.01_Prequalification_of_Bidders Contractor Performance Evaluations procedures (MDOT Wiki)]<br />
:[http://mdotwiki.state.mi.us/construction/index.php/Prevailing_Wage_Oversight_Procedures Prevailing Wage]<br />
:[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Final_Estimates Final Estimates]<br />
:[http://mdotwiki.state.mi.us/construction/index.php/109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures Final Project Review Procedures]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Timely_Payment&diff=5669Timely Payment2019-12-19T21:26:36Z<p>McGowanR: </p>
<hr />
<div>#REDIRECT [[109.07 Final Inspection, Acceptance, and Final Payment#Timely Progress Payments to Contractors]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Timely_Payment&diff=5668Timely Payment2019-12-19T21:24:02Z<p>McGowanR: Redirect for searching "Timely Payment"</p>
<hr />
<div>#REDIRECT [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#Timely_Progress_Payments_to_Contractors]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5655Main Page2019-10-23T02:13:31Z<p>McGowanR: /* Recent Major Changes */ Update for FY 2020 Indirect Testing Coding</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/22/2019</center>||<center>1 Supplemental</center>||<center>[[Construction_Field_Services_Indirect_Testing_Charges#Inappropriate_Use|Construction Field Services Indirect Testing Charges]]</center>||Update for FY 2020 Indirect Testing Coding||[http://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&action=historysubmit&diff=5654&oldid=5400 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual| 105]]</center>||2019 Summary of revisions to the Materials Quality Assurance Procedures Manual ||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5642&oldid=5497 Compare It]<br />
|-<br />
|<center>9/26/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Field_Inspection_and_Processing_of_Progress_Payments|811]]</center>||Permanent Pavement Markings Field Inspection and Processing of Progress Payments: Updated new content ||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5640&oldid=5632 Compare It]<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
|-<br />
|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|<center>12/12/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal|102.02]]</center>||Updated Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php/File:Boilerplate_Progress_Clause_Template_12-12-18.docx View Here]<br />
|-<br />
|<center>11/7/2018</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Preconstruction Meeting Minutes Boilerplate - Trunkline||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5406&oldid=5265 Compare It]<br />
|-<br />
|<center>10/26/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2018||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>10/3/2019</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings#Pavement_Marking_Turn_Arrows|811]]</center>||Removal of references to outdated paint marking turn arrows||[http://mdotwiki.state.mi.us/construction/index.php?title=811_-_Permanent_Pavement_Markings&diff=5647&oldid=5640 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
|-<br />
|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
|-<br />
|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
|-<br />
|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
|-<br />
|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
|-<br />
|<center>12/3/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_12-03-18.pdf View Here]<br />
|}<br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Construction_Field_Services_Indirect_Testing_Charges&diff=5654Construction Field Services Indirect Testing Charges2019-10-23T01:57:44Z<p>McGowanR: /* Inappropriate Use */ update for FY 2020 Indirect Testing coding</p>
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==[[#Construction Field Services Indirect Testing Charges|Construction Field Services Indirect Testing Charges]]==<br />
Materials testing and investigation is an essential component to the overall operations of MDOT. There are a number of reasons for materials testing, including verification and qualification of material products, inspections of labs and facilities for testing and acceptance of products, and field testing to ensure compliance with standard material specifications. <br />
The indirect testing template program detail reads:<br />
<br />
The budget for the state funded required programs states the following:<br />
<br />
::::''Construction Field Services Indirect Testing Charges''<br />
::::''This program number provides funding for the Construction Field Services Indirect Testing Program for testing performed in materials labs throughout the state that are not project specific, such as certification and verification of materials used in MDOT projects, stockpile testing, and non-project specific testing functions that are required to maintain the integrity of the materials used in trunkline maintenance and construction.'' <br />
<br />
The purpose of the Construction Field Services indirect testing budget is to cover performance, material, and acquisition expenditures that relate to a category of projects, capital program administrative testing, and/or to perform testing related work for an un-programmed project wherein the activity is not scoping in nature. This coding is not to be used for activities related to local agency projects. Coding of local activities is described in the Charging Time to Local Agency Projects section. <br />
<br />
<br />
===[[#Eligibility and Use|Eligibility and Use]]===<br />
The following are examples of types of expenditures that would be appropriate to code to the Construction Field Services indirect testing coding. Please note this is not an all-inclusive list. <br />
<br />
*Prequalification of vendors (salary and travel).<br />
*Certification/verification of samples taken at a vendor’s lab/facility (salary and travel).<br />
*Certification/verification of samples taken in the field if a project number is not available (salary and travel).<br />
*Construction season closing process, including preparation of forms, documentation, manual updates, etc. (salary and travel).<br />
*Lab preparation for a future construction season (salary).<br />
*Lab supplies and materials required for testing (other operating expense).<br />
*Lab equipment required for testing (other operating expense).<br />
*Lab supplies and materials required for research (other operating expense).<br />
*Calibration related expenses for testing and research equipment (salary, travel, and other operating expenses).<br />
*Vehicle and equipment usage (other operating expenses).<br />
*Lab qualification activities, such as proficiency testing.<br />
*Lab accreditation activities.<br />
*Sample collections and transport.<br />
<br />
<br />
===[[#Inappropriate Use|Inappropriate Use]]===<br />
It is not appropriate to use the Construction Field Services indirect testing coding to substitute or supplement administrative costs, as a substitute for small increments of activity that occurred on multiple programmed projects, or avoidance of multiple lines of coding. The following are examples of administrative costs (overhead 79900) and direct project costs that are not appropriate to code to the indirect testing project number. <br />
<br />
'''Salary:'''<br />
*Leave (annual, sick, other)<br />
*Training<br />
*Project Scoping eligible activities <br />
*Project specific activities<br />
*Administrative or project activities that are not directly related to materials and testing processes, as previously identified<br />
<br />
<br />
'''Travel:'''<br />
*Training<br />
*Project Scoping eligible activities <br />
*Project specific activities<br />
*Administrative or project activities that are not directly related to materials and testing processes, as previously identified<br />
<br />
<br />
'''Other:'''<br />
*Telephone (Mobile or Desk) and Telegraph<br />
*Utilities<br />
*Rentals and Leases (Land and Building, Office Equipment)<br />
*Consultant Fees and Compensation (Except those directly related to materials and testing.)<br />
*Subscriptions<br />
*Membership Dues<br />
*Postage and UPS<br />
*Fuel (Vehicle, Equipment, Facility Heating)<br />
*Computer Equipment<br />
*Office Supplies<br />
*Conferences, Seminars, Training (Internal/External)<br />
*Lease Payments<br />
<br />
<br />
Per the guidance provided above, staff are to use the following coding for construction field services indirect testing in conjunction with their LDPR coding::<br />
<br />
{|<br />
|-<br />
|<u>Development/PE</u>||<br />
|-<br />
|Unit:||Use Employee Standard Unit<br />
|-<br />
|Activity:||6140<br />
|-<br />
|Program:||209251PE<br />
|-<br />
|Phase:||14<br />
|-<br />
|Location:||X000 (three "zeros")<br />
|}<br />
<br />
<br />
{|<br />
|-<br />
|<u>Construction/CE</u>||<br />
|-<br />
|Unit:||Use Employee Standard Unit<br />
|-<br />
|Activity:||6310<br />
|-<br />
|Program:||209251CON<br />
|-<br />
|Phase:||02<br />
|-<br />
|Location:||X000 (three "zeros")<br />
|}<br />
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[[Category:Construction Manual]]<br />
[[Category: Division 1 Supplemental]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5650103.02 Contract Revisions2019-10-07T15:14:57Z<p>McGowanR: /* General Contract Modification Information */ Adjusted indent format</p>
<hr />
<div><center>[http://mdotcf.state.mi.us/public/specbook/files/2012/103%20Scope%20of%20Work.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 103]</center><br />
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===[[#Construction Contract Modification Process Overview|Construction Contract Modification Process Overview]]===<br />
<br />
[http://mdotcf.state.mi.us/public/specbook/files/2012/103%20Scope%20of%20Work.pdf Subsection 103.02] Revisions to the Contract, of the 2012 Standard Specifications for Construction states:<br />
<br />
A. General. The Department reserves the right to revise the contract at any time. Revisions to the contract neither invalidate the contract nor release the surety, and the Contractor agrees to perform the work as revised. The Contractor must not proceed with the revised work until directed to do so by the Engineer, but must continue with all work unaffected by the revision.<br />
<br />
Contract modifications are the formal process by which revisions to the contract are formally authorized, approved and incorporated into the construction contract. Contract modifications are to be processed for any revisions to the contract that alters the nature, scope, cost or schedule of the project.<br />
<br />
The MDOT contract modification process will no longer differentiate between different item types, quantities and/or monetary revisions in work. Changes, extras, adjustments, time extensions, modified originals, overruns, and all other changes are all to be evaluated in the same manner. To better align former terms, new terms, and changes in the Standard Specifications for Construction, all these various different types of changes to a construction contract modification will be referred to in this document only as “revisions to the contract.” Contract revisions will include all possible work revisions that may be included on a contract modification. Contract revisions may be positive or negative in dollar value, or even have no dollar value associated. The criteria for determining approval requirements of contract modifications will consist of the total cumulative net dollar value change of all contract revisions and previously generated contract modifications with respect to the awarded contract amount.<br />
<br />
For example, an awarded contract for $10,000 with a contract modification containing the following contract revision items:<br />
<br />
* Adding more blue house paint +$1,000<br />
* Deducting yellow house paint -$900<br />
* Adding new green paint for shed +$400<br />
* Modifying the application rate for a second coat of red paint (units x rate difference) = +$300<br />
Net Contract Modification Total = +$800<br />
<br />
$800 total net cumulative contract modifications / $10,000 original contract = 8 percent<br />
<br />
So the contract modification would be evaluated as being 8 percent over awarded contract amount requiring Tier II approval as outlined in Section IV.<br />
<br />
All contract modifications will be generated and processed within the timeframes established within this document, and shall then be subject to a tiered approval process based on thresholds and criteria fully explained in Section IV.<br />
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===[[#Contract Modification Development|Contract Modification Development]]===<br />
<br />
Once a need has been determined to revise the terms of a construction contract, the engineer will initiate the construction contract modification process per the MDOT 2012 Standard Specifications for Construction, Division 1, and as outlined below.<br />
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====[[#Revisions to the Contract|Revisions to the Contract]]====<br />
<br />
The revision of any contract work shall be identified and processed per the procedures outlined in the MDOT 2012 Standard Specifications for Construction. The contractor and engineer must come to an agreement on the price, extent, increased units, estimated budget and/or method of payment, of any contract revision prior to commencement of the work. This agreement may consist of a lump sum, a set quantity of increased pay item units, negotiated unit price, agreement to enter a force account method of payment, and/or an estimated budget amount. The precedence of contract term revisions is outlined in the MDOT 2012 Standard Specifications for Construction ([http://mdotcf.state.mi.us/public/specbook/files/2012/109%20Measurement%20&%20Payment.pdf Subsection 109.05]). If the engineer does not receive an estimate or lump sum price quote for any work within five calendar days of their request, the contract modification shall be generated with an estimated budget and the work is performed by force account procedures. In no case shall it take longer than seven business days after commencement of any contract revision work to generate the contract modification covering the revised work and send the contract modification to the contractor for signature.<br />
<br />
All force account work ([http://mdotcf.state.mi.us/public/specbook/files/2012/109%20Measurement%20&%20Payment.pdf Subsection 109.05]) shall require the pre-approval of the region construction engineer prior to commencing the work. A description showing when and how this prior approval was obtained must be noted directly on the contract modification document in the detailed work description area. Any contract revision that will be paid for using the force account method shall have an estimated budget created on a contract modification. Payments to contractors are based only on accepted work that meets specifications in the pay estimate process, so estimated budgets for force account work are expected to be revised and balanced as the work progresses.<br />
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====[[#Revisions to Contract Time|Revisions to Contract Time]]====<br />
<br />
Any revisions to the terms of the contract must be made in a contract modification. This includes revisions to the contract time conditions. Any revisions in work that may impact the contract time requirements must be included on the same contract modification. If it is not possible to determine the exact extent of the contract time revisions at the time the contract modification is generated, then any potential impacts to contract time should be noted directly on the contract modification. Contract modifications should indicate one of the following: that there are no contract time impacts, the exact impacts to contract time, or note that revisions included on the contract modification could impact the contract time and a future contract revision may be required to address this.<br />
<br />
Sample: It is not currently known at this time if this non-critical path contract revision work will impact the project completion schedule; however, should the work included in this contract revision alter the project schedule, the contractor will be required to submit a revised progress schedule for approval (Subsection 108.05.A.3.b).<br />
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<br />
===[[#Generating Contract Modifications|Generating Contract Modifications]]===<br />
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<br />
====[[#General Contract Modification Information|General Contract Modification Information]]====<br />
<br />
The following general information is required on each contract modification:<br />
<br />
*“Short Description” – Include a brief description of the contract revisions covered by this contract modification.<br />
<br />
*“Description of Changes” – Address all items below as they apply to the contract modification:<br />
<br />
<ol style="list-style-type:upper-alpha"><br />
<li>State the original awarded contract amount.</li><br />
<li>State the current net total contract amount. This total shall include the net sum total of all previously generated contract modifications, including the current contract modification being developed.</li><br />
<li>State the resulting net total difference between the current net total contract amount and original awarded contract amounts (“B” minus “A” above).</li><br />
<li>State the resulting total net percentage change in contract amount. This shall be calculated as the total resulting changes to the contract (“C” above) divided by the original awarded contract amount (“A” above) expressed as a percentage.</li> <br />
<li>State if the project is a Federal Highway Administration (FHWA) oversight project or MDOT oversight. Also indicate if the project has consultant administration, local agency involvement or other description as may be applicable. For all FHWA oversight projects also state the name of the FHWA area engineer and date of their pre-approval for the work covered on this contract modification. See additional requirements for attaching pre-authorized FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365] to the contract modification as detailed in [http://mdotwiki.state.mi.us/construction/index.php/Construction_Contract_Modification_Process_Overview#Requirements_for_FHWA_Review Requirements for FHWA Review].</li> <br />
<li>For all contract modifications bound for a Tier III approval process (as detailed in Section IV) this section must include a short executive summary of project changes. This summary can and should typically discuss work beyond that contained in the subject contract modification, to more fully describe how the sum of all the contract modifications brought the contract to its current status (i.e., a last minor contract revision may not be the sole reason the entire contract has now reached Tier III status, often work in previous contract revisions contributed to the total project cost increases in a more significant way). The summary should not be overly detailed and just give a general description of how and why the contract has reached the Tier III threshold, when the work was (or will be) completed, funding (if different form regular project items), and any other general information related to the project/contract revisions. This summary description of contract revisions and explanations may be used by external reviewers in their evaluation and approval of contract modifications reaching the Tier III level.</li></ol> <br />
<br />
<br />
For example, contract modifications will contain summary bullet points in the “Description of Changes” area like:<br />
<br />
<ol style="list-style-type:upper-alpha"><br />
<li>''$100 awarded contract''.</li> <br />
<li>''$110 current net total contract (including changes in this CM).''</li> <br />
<li>''$10 net total change.''</li> <br />
<li>''Total project now 10 percent over awarded contract amount.''</li> <br />
<li>''MDOT oversight project.''</li> <br />
<li>''Tier III approval required. Contract has reached the Tier III approval threshold due to several previously approved changes (provide brief overview of specifics) that were required to safely construct the project due to changing conditions caused by the a local festival which required some work items to be performed in different project schedule phases than as originally planned. These changes also required the addition of several additional minor traffic control items needed to maintain traffic mobility through the project area. No additional contract time will be needed to complete the project as scheduled.$100 awarded contract.''</li> </ol><br />
<br />
A full sample contract modification has been included within this document as [//{{SERVERNAME}}/images_construction/0/0b/Contract_Revison_Example_file.pdf Contract Revison Example file.pdf]<br />
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====[[#Contract Modification Item Type|Contract Modification Item Type]]====<br />
There are four basic item types used in the FieldManager software. They are described in more detail as:<br />
<br />
'''Original Pay Items:'''<br />
*This item code is used for contract revisions that were already included in the awarded contract as a pay item, but which may need to be increased or decreased based on actual field conditions.<br />
*A detailed explanation (including answering all of items “A” through “E” in Part 3 of Section III) is required for all revisions that increase or decrease the work item in excess of $25,000. (Note this is a general guideline for minimum requirements, additional information may be required on smaller dollar value changes depending upon specific project requirements.)<br />
<br />
'''Modified Original Pay Items:'''<br />
*Modified originals are used for contract work that was included in the awarded contract as a pay item, but which may need to be duplicated within the contract for another funding category or job number within the same contract for the same item of work.<br />
*Provide a detailed explanation (including answering all of items “A” through “E” in Part 3 of Section III) for any modified original contract pay item.<br />
*Must include the following statement as part of the reason:<br />
''“The item code, item description, and unit price for this modified original have been verified against the original contract item and are correct.”'' One original work item may be used multiple times to establish multiple modified original items. Modified original items are not extra work or adjustments. Extras and adjustments are excluded from this procedure, as they must be established as extra and adjustments to other projects and categories within the respective contract.<br />
<br />
'''Extra Work:'''<br />
*This item type is used for any contract revisions that will require the addition of a new pay item of work in FieldManager and were not included in the awarded contract.<br />
*Provide detailed explanation (including answering all of items “A” through “H” in Part 3 of Section III) for the addition of any extra work item revising the contract.<br />
*Include any required documentation to support the extra revised contract work.<br />
<br />
'''Adjustments:'''<br />
*This category is for contract revisions that require adjustments to work items. Adjustments are defined as “a monetary revision to a contract unit price or to the entire contract.” Examples: incentive, liquidated damages, HMA quality adjustment, concrete quality adjustment, traffic control quality and compliance adjustment, soil erosion and sedimentation control adjustment, prompt pay violation adjustment, delinquent payroll adjustment, significant changes (i.e., [http://mdotcf.state.mi.us/public/specbook/files/2012/103%20Scope%20of%20Work.pdf 103.02.B] for major items of work ± 25 percent), etc.<br />
*Document the details of the contract revision adjustments and all associated impacts to the project. Provide detailed explanation (including answering all of items “A” through “H” in Part 3 of Section III) for any contract adjustment item.<br />
*The unit used for adjustments will be “DLR” (dollars) and the quantity can be ±.<br />
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====[[#Detailed Contract Modification Information|Detailed Contract Modification Information]]====<br />
The following detailed information is required for all contract modifications according to which item type (Part 2 above) is used.<br />
<br />
* Bulleted list item<br />
Document the details of the contract revision work including responses to all applicable items listed below:<br />
<br />
A. What was done?<br />
<br />
B. Why was it done?<br />
<br />
C. Are there any offsetting items?<br />
<br />
D. Is the work expected to impact contract time or open to traffic date(s)?<br />
<br />
E. Is this a design error or due to changed conditions? <br />
:(Potential errors and omissions that are related to design efforts are to be discussed with the MDOT Design Project Manager and TSC Manager. Potential errors or omissions for construction engineering, inspection, and/or testing work are to be discussed with the TSC Manager. Please see the [[#Premium Costs for Design and Field Issues|Premium Costs for Design and Field Issues]] section below for more information. Any questions can be directed to the CFS Construction Contracts Engineer.)<br />
<br />
F. Who else has reviewed the proposed contract revisions (FHWA area engineer, region construction engineer, etc)?<br />
<br />
G. How was the price established? Document how the cost was determined and justified either by negotiated prices or force account use.<br />
<br />
:For example:<br />
::* Unit price compared to a similar project or similar items on the existing contract.<br />
::* Quoted price appears to be reasonable when compared with weighted average item prices – reference year.<br />
::* Force account was the only logical method due to variables/unknowns.<br />
<br />
H. Include and attach any/all supporting documentation for the contract revision.<br />
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<br />
====[[#Premium Costs for Design and Field Issues|Premium Costs for Design and Field Issues]]====<br />
If a Construction Engineer believes that a design issue has caused premium costs to be incurred, then the issue must be discussed with the MDOT Design Project Manager and the TSC manager. On projects that are designed by a consultant the dispute resolution process for design issues may be engaged.<br />
<br />
Premium costs are defined as dollar amounts paid to a Contractor for non-value added work. Delays, inefficiencies, rework, or extra work as shown below other than those caused by the Contractor and/or any subcontractors or suppliers will be considered as non-value added work. Non-value added work can occur in three distinct situations:<br />
# Work delays or inefficiencies. In this situation, premium costs are the total delay/inefficiency damages paid to the Contractor.<br />
# Rework. Premium costs are the dollar amount of the original items of work that have to be removed and the costs to remove these items.<br />
# Extra work. In this situation, premium costs are computed as the amount paid to the contractor in excess of the bid item costs and/or the average unit price for the work when analyzed with the geographic location, quantity of work, transportation costs, and scope of work. It is strongly recommended to contact the CFS Construction Contracts Engineer for assistance in determination of extra costs due to extra work.<br />
<br />
All extra work does not necessarily result in premium costs. All extra work that is determined to be the result of design errors or omissions does not necessarily result in premium costs. Contract increases due strictly to overruns of contract pay items are not premium costs, unless those contract pay item overruns are associated with re-work.<br />
<br />
Field issues due to the efforts or omission of a consultant hired for construction engineering, inspection, and/or testing will follow the same procedure noted above. If a Construction Engineer believes that a construction issue has caused premium costs to be incurred, then the issue must be discussed with the TSC manager. <br />
<br />
If the Construction Engineer believes that a fraudulent act has been performed by a consultant or a contractor, they should immediately contact their TSC Manager and the CFS Construction Contracts Engineer.<br />
<br />
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====[[#Balancing Quantities|Balancing Quantities]]====<br />
Work items should be balanced as soon as they are completed and not delayed until project finaling. Balancing quantities must be submitted as soon as the work items are completed, measured, and checked.<br />
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===[[#Approval Thresholds|Approval Thresholds]]===<br />
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The required approval path of contract modifications will be based on the sum of the original awarded contract, the net sum of all previously generated contract modifications, and the current proposed contract revisions compared to the original contract award amount. As shown in Figure 1, if the net total contract amount is less than or equal to 5 percent then the contract modification approval occurs at the Tier I - TSC level; if the net contract amount exceeds 5 percent of the original value but is less than or equal to 10 percent then the contract modification requires both Tier I - TSC and Tier II - Region approvals; and if the contract modification exceeds 10 percent of the original contract value then the contract modification requires Tier I - TSC, Tier II - Region and Tier III - Bureau of Field Services approvals. Contracts at the Tier III - Bureau of Field Services level may also require approval of other entities and may take longer to approve. Please note that approval of the State Administrative Board will not be required if the contract modification is approved in accordance with all the instructions included within.<br />
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[[File:103 Figure 1.jpg|500px|thumbnail|default|Figure 1 - Approval Thresholds]]<br />
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If a level of approval is reached and then subsequent contract modifications decrease the contract value to below the threshold, then the later contract modifications under the threshold can be approved with only the lower relevant approvals.<br />
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===[[#Authorization Path|Authorization Path]]===<br />
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====[[#Preparer|Preparer]]====<br />
The “prepared by signature” block of the contract modification will contain the name of the technician, project engineer, consultant or other staff that prepared the contract modification document. This signature block is considered optional and the use of this signature block will depend upon transportation service center (TSC) or consultant office policies. The preparer of the contract modification is responsible for completing all content, including all required information, determining all signatures required, routing the document to required approvers, and for determining the approval threshold requirements. Due to varying approval times, non-sequential numbered contract modifications and other issues, the threshold net contract budget amount determination will be determined by the preparer at the time of contract modification generation. The preparer shall account for both the current contract modification and all previously “generated” contract modifications (regardless of final approval or not), but shall not include any draft contract modifications that have not yet been generated for signatures.<br />
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====[[#Consultants (MDOT or LAP Contracts)|Consultants (MDOT or LAP Contracts)]]====<br />
When consultants are managing construction projects, they must complete the signature block for “consultant project manager” by having the consultant’s licensed project engineer assigned to the project sign in this signature block. Consultants shall then send the contract modification to the contractor for signature.<br />
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====[[#Contractors|Contractors]]====<br />
Once the engineer, local agency, or consultant generates the contract modification, it will be sent to the contractor for signature. The contractor shall sign and return the document to the sender within ten calendar days of transmittal. The above approval timeline is the general guideline for most contract modifications, however, for complex or large balancing modifications that may require additional time to review, the contractor may take up to a maximum of 21 calendar days to return the document. After this maximum timeframe, or if the contractor refuses to sign and return the contract modification, the engineer may then process the contract modification with “contractor failed to sign and return” noted in the contractor signature area.<br />
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====[[#Local Agency Projects|Local Agency Projects]]====<br />
The contract modification authorization procedures for local agency projects are the same as those described with the addition of a required signature by the local agency. FHWA has directed that a representative of the local agency participating on federally funded projects must have a full time representative of the local agency sign all contract modifications. This representative is not required to be an engineer, just a full time employee of the local agency, and directly accountable to the local agency. The local agency representative shall also review and authorize the contract modification within five business days of transmittal.<br />
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::[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf LAP Federal Eligibility Guidelines] <br />
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====[[#Requirements for FHWA Review|Requirements for FHWA Review]]====<br />
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Approval by the Federal Highway Administration (FHWA) is necessary on all contract modifications on projects overseen by their agency in accordance with FHWA’s Oversight Project Contract Modification Procedure as outlined below. The FHWA has changed the term “FHWA Oversight” to “Projects of Division Interest (PoDI)”.<br />
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The MDOT Construction/Project Engineer or full time publicly employed Local Agency person is responsible for completing [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=FHWA-1365.pdf form FHWA-1365], Record of Authorization to Proceed with Major Contract Revision (available on MDOT’s internal form page). The form is to be electronically submitted with any applicable document(s) to the respective FHWA Area Engineer that is overseeing the project to obtain the necessary approvals. Detailed instructions for completion of FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365]are attached. Consultant project engineers are not permitted to submit FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365] directly to the FHWA.<br />
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Prior approval from FHWA is required for all major changes in work before the work commences. This approval is obtained by electronic submission of FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365]to the FHWA Area Engineer that is overseeing the project. The area engineer will approve or comment on the submitted form and electronically transmit the form to the MDOT TSC Construction Engineer for inclusion in the project files. The completed form must be attached to the contract modification that processes the contract revisions for the major change. FHWA will typically respond within 5 working days.<br />
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====[[#Major Changes or Major Extra Work|Major Changes or Major Extra Work]]====<br />
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All major work performed prior to obtaining documented pre-approval from FHWA will be considered non participating. However, when an emergency or unusual conditions justify expediency, the area engineer may provide verbal pre-approval of the change and immediately follow-up such verbal approvals with a formal written approval. Major changes or major extra work are defined as any change that will significantly affect the cost of the project to the federal government, alter the termini, character, or scope of work.<br />
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'''FHWA’s Michigan Division has further clarified the definition of major changes as noted below:'''<br />
# Any construction field issue (contract modification) that results in extra (new) work items and/or existing (original) work items that equal or exceed $50,000 in value. This includes increasing original pay items unless it is for interim or final balancing as noted below. <br />
# Any change to the termini, character, or scope of the project, regardless of the amount. Examples of these types of changes are as follows: changes in materials, changes in pavement marking types/materials, or any changes resulting in a plan revision per the MDOT Road Design Manual. <br />
# All extensions of time (interim, open to traffic, final, etc.)<br />
# Any changes to incentive requirements, liquidated damages, A+B provisions, or warranties.<br />
# Any Value Engineering Change Proposals (VECP), regardless of amount.<br />
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Contract revisions (contract modifications) that do not meet the threshold criteria noted above should still be discussed with the respective FHWA Area Engineer, prior to work commencing.<br />
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====[[#Non-Major Contract Modifications|Non-Major Contract Modifications]]====<br />
Non-major contract modifications also require formal approval from FHWA, although approval in advance and completion of FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365]are not required prior to the work being performed. <br />
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====[[#Clarifications|Clarifications]]====<br />
FHWA [http://www.fhwa.dot.gov/programadmin/contracts/fhwa1365.cfm Form 1365] is not required for contract modifications of any amount that only balance pay items to field measured quantities (interim and final balancing contract modifications). These balancing contract modifications must not contain any pay items or work that is part of a major change as defined above.<br />
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Once an extra work item is approved, the balancing of the extra work item does not require FHWA pre-approval.<br />
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Projects classified as PoDI must have FHWA approval of all (except as noted below) contract modifications and keeping your FHWA Area Engineer informed of any unusual issues early will help ensure more efficient projects and faster contract modification approval. All discussions and pre-approvals should be noted on the contract modification. <br />
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Extra work items and adjustments that are 100 percent locally or state funded do not require FHWA approval unless the work constitutes a change in the scope of work. These items are to be placed on separate contract modifications.<br />
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===[[#Tier I - TSC Approval|Tier I - TSC Approval]]===<br />
Once all external non-MDOT signatures have been completed, the contract modification will go through Tier I - TSC level approval. For all electronic signature contract modifications, the document shall be placed in the correct job number and folder within the MDOT ProjectWise system for further MDOT approvals. Non-electronic signature documents will be physically routed and mailed with all government approval timelines tripled (see Section VI). TSC approval must consist of at least two licensed engineer signatures and these two signatures are mandatory for every contract modification without exception. The “Recommended by” signature must contain the printed name of the construction/project engineer in responsible charge of the project. The “Authorized by TSC manager” signature block must contain the name of the TSC manager. When the contract modification is returned to the TSC office from the contractor, local agency, or consultant, the construction/project engineer (or designated alternate/backup) must review and approve the contract modification within four business days of receipt. The TSC manager (or their designated alternate/backup) shall also review and authorize the contract modification within four business days of the construction/project engineer signature.<br />
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For all MDOT construction contract modification documents, signature authority is allowed to be designated to a pre-established backup or alternate signer as required. Designated backups or delegated signature authority must be to a pre-established person that is an equivalent level or higher. However, even if a backup or designated alternate review and sign the document, the name on the signature block will still contain the printed name of the required approver. In this case, the construction/project engineer and TSC manager will be named as the owners of these two signature blocks and they will ultimately be responsible for the accuracy and content of the contract modification regardless of who signed. It is never acceptable to have the same person sign multiple signature blocks on the same contract modification. If a designated backup signs for a responsible party, then they must indicate so by signing and printing their name along with adding the words “for [name of person]” in the signature area. If using electronic signatures, the backup or alternate signer must enter this same text in the signature reason area as they enter their digital electronic signature.<br />
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===[[#Tier II - Region Approval|Tier II - Region Approval]]===<br />
Contract modifications meeting Tier II - Region approval threshold level must first obtain all lower level Tier I – TSC approval signatures as outlined above. After receiving these approvals, the contract modification will then be submitted to the region construction engineer for their review and approval. The region construction engineer must respond within four business days of receipt of the contract modification from the TSC. Backup or alternate signers for the region construction engineer will also be pre-established. <br />
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===[[#Tier III - Bureau of Field Services Approval|Tier III - Bureau of Field Services Approval]]===<br />
Contract modifications reaching the Tier III - Bureau of Field Services approval threshold, must first obtain all Tier I - TSC and Tier II - Region level signatures, and then be routed to the Construction Contracts engineer at the Bureau of Field Services for review and processing. Contract modifications, with supporting documentation, reaching this level may also be sent to the Office of Commission Audits (OCA) and the Attorney General’s Office for review and concurrence prior to authorization. Contract modifications may be indentified by OCA to be further explained. (Contract modifications at this level that do not conform to all the requirements established herein may have to also be submitted to the SAB for approval.) Estimated approval time from initial receipt of the contract modification at the Bureau of Field Services through approval will likely be in the 30-45 day time frame with all required reviews. Contract modifications reaching this threshold should be submitted promptly to begin the approval process due to the lengthy timeframes involved. Upon authorization by the Bureau of Field Services, the contract modification will be sent back to the designated contact for the construction/project engineer.<br />
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Engineers at any level of the construction contract modification approval process always have the option to contact higher level approval engineers for advice or consultation on unusual contract modifications regardless of threshold levels. The same holds true for the advice or consent of other services available to engineers through the Bureau of Field Services Construction Contracts Unit in Lansing, FHWA area engineers, the Attorney General’s office and/or the Office of Commission Audits. These resources can provide a great deal of expertise to engineers which can help avoid potential contract issues. Inquiries to these areas should be routed through the region construction engineer and/or the Construction Contracts Unit to facilitate potential correlation of similar issues and/or possible statewide guidance to other engineers.<br />
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===[[#Records Retention|Records Retention]]===<br />
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Electronic records of all construction contract modifications will be stored in the MDOT ProjectWise system to ensure proper records retention criteria for document backup, archiving, and disposal schedules can be met. Consultant or local agency generated contract modifications will also be stored in the ProjectWise system by the TSC point of contact after MDOT signatures have been obtained but an electronic copy will also be emailed back to the consultant/local agency for their records and electronic storage. The use of electronic signatures changes the standard MDOT records process, as the electronic file with the digital signatures embedded into it is legally considered the original document and it must be properly retained. Questions on records retention or digital electronic signatures should be referred to the MDOT Construction Contracts Unit.<br />
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===[[#Contract Revisions - See Also|Contract Revisions - See Also]]===<br />
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====[[#FHWA Approval|FHWA Approval]]====<br />
[[File:FHWA Interaction in MDOT Project.jpg|thumb|center|500px|FHWA Interaction in MDOT Project.]]<br />
<br />
====[[#Approval Path Flow Chart|Approval Path Flow Chart]]====<br />
[//{{SERVERNAME}}/images_construction/f/f4/Appendix_A_-_Approval_Path_Flow_Chart.pdf Appendix A - Approval Path Flow Chart.pdf]<br />
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====[[#Sample Contract Modification|Sample Contract Modification]]====<br />
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This is the entire example Contract Modification in one PDF file.<br />
[//{{SERVERNAME}}/images_construction/8/86/Appendix_B_-_Sample_Contract_Modification.pdf Appendix B - Sample Contract Modification]<br />
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[[Category: Construction Manual]]<br />
[[Category: Division 1]]<br />
[[Category: Section 103]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5634Main Page2019-09-23T19:27:43Z<p>McGowanR: Moved Load Transfer Assembly Update information from Minor Change Table (To Be Considered Major Change)</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
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<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>9/18/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2019||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
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|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
|-<br />
|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|<center>12/12/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal|102.02]]</center>||Updated Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php/File:Boilerplate_Progress_Clause_Template_12-12-18.docx View Here]<br />
|-<br />
|<center>11/7/2018</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Preconstruction Meeting Minutes Boilerplate - Trunkline||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5406&oldid=5265 Compare It]<br />
|-<br />
|<center>10/26/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2018||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>9/13/2018</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|Materials Quality Assurance Procedures Manual]]</center>||2018 Summary of Revisions to the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5394&oldid=5025 Compare It]<br />
|-<br />
|<center>6/4/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102]]</center>||Provided New Table for "Typical Long Lead Time Items" along with updating to the latest "Boilerplate Progress Clause Template 5-30-15"||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5353&oldid=5201 Compare It]<br />
|-<br />
|<center>4/26/2018</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Update to Purpose of Review.||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection,_Acceptance,_and_Final_Payment&diff=5280&oldid=4987 Compare It]<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
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==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
|-<br />
|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
|-<br />
|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
|-<br />
|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
|-<br />
|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
|-<br />
|<center>12/3/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_12-03-18.pdf View Here]<br />
|-<br />
|<center>8/30/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_08-30-18.pdf View Here]<br />
|-<br />
|<center>8/29/2018</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|FieldManager]]</center>||Updated content related to Inspector Daily Reports and noting visual acceptance of material||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5386&oldid=4953 Compare It]<br />
|}<br />
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=[[#Preamble|Preamble]]=<br />
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This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5631602 - Concrete Pavement Construction2019-09-18T14:56:37Z<p>McGowanR: /* Load Transfer Assemblies */ Added quick links for Forms(0553) and Figures (602-5 & 602-6) to improve user experience</p>
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<div><br />
<center><span STYLE="font: 60pt arial;">'''602'''</span></center><br />
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<center><span STYLE="font: 40pt arial;">'''Concrete Pavement Construction'''</span></center><br />
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<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 602]</center><br />
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==[[#GENERAL|GENERAL]]==<br />
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<span style="color: red"> -Reserved- </span><br />
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==[[#MATERIALS|MATERIALS]]==<br />
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===[[#Acceptance of Materials|Acceptance of Materials]]===<br />
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Before paving operations start, the paving inspector should verify that all materials that need to be incorporated in the pavement have been tested and accepted. Most materials will be stockpiled in the Contractor’s yard on the project site. Often this is also the location of the batching plant.<br />
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{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''General Materials Inspection'''</center><br />
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<center>1</center><br />
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When the load transfer assemblies arrive on the project site, call Region materials personnel so they can verify that the assemblies were built according to the standard plans. Notice of acceptance by Region materials personnel is the required documentation.<br />
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<center>2</center><br />
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Check to see if the dowel bars and the fiber joint filler material are certified. Sampling and testing may be required.<br />
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<center>3</center><br />
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After the Contractor starts to set the load transfer assemblies on the grade, they must be visually inspected for:<br />
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* Broken or missing welds.<br />
* Damage in handling or shipping.<br />
* Proper height of dowel bars in the assembly.<br />
* Proper height and length of fiber joint filler.<br />
* Dowels must match holes in fiber joint filler with no space for mortar leakage through fiber joint filler.<br />
* Compliance of expansion caps.<br />
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<center>4</center><br />
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The entire bar is to be coated with an approved epoxy coating to prevent corrosion, and the entire bar’s length is to be coated with an approved material to prevent concrete from adhering to the bar. <br />
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<center>5</center><br />
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Any material of uncertain origin should be piled separately and not used until it is determined that it meets specification requirements.<br />
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<center>6</center><br />
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Visually inspect the handling and storage of all materials used in the concrete paving operation.<br />
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<center>7</center><br />
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Cover load transfer assemblies, if stored on site for more than 6 months.<br />
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====[[#Tie Bars and Bent Bars|Tie Bars and Bent Bars]]====<br />
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These items should be checked for certification, or sampled and tested when they arrive on a project.<br />
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====[[#Curing_Compound|Curing Compound]]====<br />
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* Check certification, or sample and test each batch or lot.<br />
* Material may be in drums or in a large tank. Inspection consists of seeing that the material is not contaminated or diluted and that it is mixed according to the manufacturer’s recommendations.<br />
* A curing compound should not be used when stored from one construction season to the next without resampling and testing.<br />
* Check yield of material to ensure correct coverage.<br />
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==[[#CONSTRUCTION|CONSTRUCTION]]==<br />
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===[[#Concrete Testing Procedures|Concrete Testing Procedures]]===<br />
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Quality control and Quality Assurance testing for concrete will be in accordance with Special provision 12SP604(B). <br />
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===[[#PLACING AND FINISHING CONCRETE|Placing and Finishing Concrete]]===<br />
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The specifications set forth the equipment requirements necessary in the paving train. The specific equipment requirements have been greatly reduced during recent years. We are less concerned about the specific type or piece of equipment the Contractor uses and more concerned with the result. The inspector should note the trimming, placing, spreading, consolidation, finishing, texturing and curing equipment the Contractor plans to use to see if it fits the project on which it will be used. Equipment capacity and capability will not be the same on a small urban widening project as on a high production rural project. The Lansing Office concrete staff inspector will visit the project when paving starts to assist in determining equipment suitability and other related problems to get the project properly started. If there are questions about the condition and/or equipment capability, contact the Engineer.<br />
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====[[#Minimum Project Requirements|Minimum Project Requirements]]====<br />
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* Some method of trimming the base.<br />
* A method of delivering and placing the concrete on the grade in a timely manner, without segregation.<br />
* Installing lane ties, if needed.<br />
* Consolidating and finishing the concrete, straight edging and floating.<br />
* Edging and texturing the surface.<br />
* Curing the pavement.<br />
* Sawing and sealing the joints.<br />
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Screeds and pan floats must be checked for proper slope adjustment.<br />
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The inspector should verify that the membrane sprayer is in working condition before paving starts. If in doubt, the Contractor should demonstrate this capability.<br />
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Check to see that the Contractor has all the necessary hand tools, such as 5 foot (1.5 m) and 10 foot (3 m) straightedges, floats, edgers and stencils.<br />
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If forms are used, they should be checked for straightness, general condition, condition of locks, etc. before form setting operations begin. These forms serve the dual purpose of containing the plastic concrete and providing a track on which most of the concrete placing and finishing equipment rides. For radii of 150 feet (45 m) or less, flexible forms will be required (see [http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf subsection 602.03] of the Standard Specifications for Construction). Review the specifications and checklist, included in this manual, for specific form and backup rail requirements.<br />
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====[[#Grade Condition|Grade Condition]]====<br />
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After the aggregate base or open-graded drainage course (OGDC) is placed, shaped and compacted, it is brought to final grade, usually by an automatic trimmer. This machine operates off a string line for line and grade. The string line should be checked for sags before the final cut on the aggregate base, as most slipform paving equipment runs on the aggregate base for final grade.<br />
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====[[#Aggregate Base|Aggregate Base]]====<br />
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* Behind the grading operation, the aggregate base should be checked for thickness, elevation and proper cross section.<br />
* Thickness is checked by digging through the aggregate and recording the depth of the hole.<br />
* Depth should be within 3/4 inch (15 mm) of plan thickness (example: a minimum of 3-1/4 inch (85 mm) when 4 inches (100 mm) depth is specified).<br />
* Elevation and cross section are determined by stretching a string line across the grade from stakes set by the instrument crew.<br />
* Measurements are made from the string line to the grade and recorded.<br />
* Any significant variations from the plan should be brought to the Engineer’s and Contractor’s attention.<br />
* Any areas where the grade appears to have been disturbed should be rechecked.<br />
* The grade should be moist when paving operations start, but there should be no puddles of standing water.<br />
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====[[#Load Transfer Assemblies|Load Transfer Assemblies]]====<br />
Load transfer assemblies are required to be field inspected a minimum of once per manufacturer per project in accordance with [https://www.michigan.gov/mdot/0,4616,7-151-9622_11044_11367-207980--,00.html Section 4.07 of the Materials Quality Assurance Procedures Manual]. This inspection should be conducted as soon as possible from the time of delivery to the project. The following PowerPoint presentation has been created to assist the field inspectors when performing these inspections. [https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0553.pdf MDOT form 0553] is to be used to document these inspections.<br />
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[[File:CMU 602 Load Tranfer Assembly Inspections Presentation.pdf|link=//{{SERVERNAME}}/images_construction/a/a2/CMU_602_Load_Tranfer_Assembly_Inspections_Presentation.pdf|500px|thumbnail|center|'''CLICK IMAGE''' for Load Transfer Assemblies Inspection Presentation]]<br />
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After the base is properly compacted and fine trimmed to receive the concrete, load transfer assemblies are placed at joint locations. The inspector should work closely with the contractor’s crew while they are setting these assemblies.<br />
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The assembly itself holds the dowel bars in position so they will not move during concrete placement and consolidation.<br />
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* The distance between joints should be checked.<br />
* The assemblies must be positioned at right angles to the centerline as shown in [[602_-_Concrete_Pavement_Construction#Expansion_Caps|Figure 602-5]].<br />
* After they are properly positioned, they must be staked to the base using six pins per basket assembly.<br />
* The basket pins must be in contact with the lower horizontal wire as shown in [[602_-_Concrete_Pavement_Construction#Expansion_Caps|Figure 602-6]].<br />
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After the contractor completes staking the assembly, the inspector should check vertical alignment with the basket level to ensure that dowels are parallel with the pavement surface ([[602_-_Concrete_Pavement_Construction#Expansion_Caps|Figure 602-6]]).<br />
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At this time, the bars should be visually checked for horizontal alignment by sighting over the tops of the bars to the previously set assemblies to see if the bars are parallel to the string line. Even though the assemblies have been set at right angles to the string line, the bars may not be parallel to the string line due to improper fabrication of the assemblies.<br />
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Any apparent misalignment can usually be corrected by the contractor (e.g. by tapping the frame to realign the bars, etc.).<br />
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The bars should also be inspected for complete coating on at least two-thirds of the length of the bar.<br />
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====[[#Dowel Bar Inserter (DBI)|Dowel Bar Inserter (DBI)]]====<br />
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An approved mechanical device that automatically installs load transfer bars, at the required depth, and properly consolidates the surrounding concrete. The device may be used in lieu of load transfer assemblies.<br />
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When a dowel bar inserter (DBI) is used to install load transfer bars, the bars shall be placed at the same spacing as detailed for dowel bar assemblies in Standard Plan R-40 Series. The pavement shall be placed and consolidated full-depth prior to insertion of the dowel bars.<br />
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The DBI shall be capable of accurately inserting dowel bars at the joint spacing and location shown on the plans. The DBI shall be capable of inserting dowel bars into the full-depth plastic concrete at the specified location, and shall be capable of consolidating the concrete around the dowel bars such that no voids exist, without the supplemental use of hand-held vibrators.<br />
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The Contractor will take measurements of the inserted dowels relating to the specification tolerances. These measurements will be made every 500 feet and included in there Quality Control Plan provided to the Engineer when requested. .<br />
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The alignment of the dowel bars is crucial to the life of the pavement. If a dowel or group of dowels is not perfectly aligned longitudinally with the pavement, the life of the pavement and the joints can be significantly reduced. Therefore, wet depth and position alignment checks need to be performed every 500 feet to insure the proper depth, vertical and horizontal alignment of the dowels are being provided by the paving equipment and DBI.<br />
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Any out of tolerance joints shall be marked and replaced at the Contractor’s expense. If the dowels are consistently out of tolerance with respect to alignment and/or depth, the Contractor must stop production paving and take steps to correct the alignment problems. Dowel alignment problems can be created when too much concrete, commonly referred to as head, develops in front of the paver that has the DBI mounted to it. The amount of head carried by the DBI paver must be in accordance with the DBI and paver manufacturer’s recommended depth to provide consistent proper dowel alignment.<br />
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Many other factors can contribute to dowel alignment and depth problems when using a DBI. The important thing to remember is to be sure the DBI is consistent when placing dowels throughout each day’s production. Periodic wet and dry alignment/depth checks are necessary to ensure consistency. The inspector should also make sure the Contractor is following all of the DBI manufacturer’s recommendations for the use of this equipment.<br />
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Test Headers Are Required throughtout the project to insure Proper Alignment of Dowels bars in hardend concrete . Three are Required , But the engineer may Request more Depending on Contractor qualtity control measurements..<br />
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In the future Mitt Scan Measurements Will Be Required By the contractors as part of their Qualitity Measurements.<br />
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====[[#Expansion Caps|Expansion Caps]]====<br />
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Expansion assemblies should be checked to make sure there are no voids under the expansion felt, between the ends and the forms or around the dowel bars. Expansion caps must be securely placed on opposite unwelded ends of the bars, with 1 inch (25 mm) space left between the end of the bar and the inside of the cap. When using the slipform paving method, the outside 4 inches (100 mm) of the expansion felt will be removed and replaced behind the paver.<br />
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It will be necessary for the Contractor to mark the center of the load transfer assemblies so that a saw cut can be made over these joints after the concrete has hardened. Usually, this is accomplished by setting a basket pin opposite the center of the joint outside the pavement limits. Normally, a ribbon is attached to the stake to identify its location.<br />
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When setting load transfer assemblies for a widening, do not use the previous saw cut as a method of aligning the basket unless checked for angles. Align this joint with a right angler, or the 3-4-5 triangle method described in Figure 602-5.<br />
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[[File:Fig 602-05.png|600px|framed|center|Figure 602-5 Positioning Dowel Basket Assemblies]]<br />
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[[File:Fig 602-06.png|600px|framed|center|Figure 602-6 Basket Pin and Basket Level]]<br />
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===[[#Production Paving Projects|Production Paving Projects]]===<br />
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Concrete will be produced in a central mix plant.<br />
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Concrete will be transported to the job site in dump trucks or agitator trucks. The allowable haul time will depend on the type of hauling unit and the concrete temperature, as stated in the Standard Specifications.<br />
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The Contractor will provide a ticket system to record the batch numbers and have someone at the dump site to pick up the tickets.<br />
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The inspector should pick up these tickets from the Contractor and check to see that the concrete is within the specified time limits, and sign all the tickets.<br />
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Count the tickets to determine the total concrete received. Compare this to the theoretical amount required to compute the overrun or underrun. The cause of any underrun should be determined and corrections should be made immediately. Possible causes include thin pavement, narrow width of slab or improper scale readings at the concrete plant.<br />
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====[[#Dual Lane Operation|Dual Lane Operation]]====<br />
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The spreading operation should be kept reasonably close to the following description so no more than 30 minutes elapse between layers of concrete, or between placing and finishing the concrete.<br />
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Tie bars are placed at the center longitudinal joint.<br />
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A lane tie bar installer is often mounted on the rear and in the center of the Paver a laborer will place reinforcement bars of proper length and diameter according(Standard Plan R-41 Series). <br />
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Bar spacing, as required to the nearest free edge, An Inspector should check the spacing of Bars as soon as possible after paving starts.<br />
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Check the bar depth after finishing operations are complete, as they have a tendency to settle due to the vibration of paving equipment.<br />
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====[[#Slipform Pavers/Riding Finishing Machine|Slipform Pavers/Riding Finishing Machine]]====<br />
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The slipform paver uses a lower slump concrete to minimize edge slump. Therefore, full width vibrators are necessary to eliminate all internal honeycombs. The inspector should check to see that the vibrators are working. Bubbles should be apparent around each operating vibrator.Conctactors should have a Vibrator monitor as per Special Provision 604B<br />
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It is important that the slipform paver, or finishing machine, has the correct concrete amount in the screed, or strike-off plates, to prevent overloading that will cause slipping of the track or drive wheels. This will result in chatter bumps on the surface. Inadequate concrete in the screed fronts will leave low spots on the surface.<br />
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Form riding finishing machines, and some slipform pavers, have two oscillating screeds that shape the surface of the concrete. For the best results, the front screeds should have about an 8 inch (200 mm) roll of concrete in front of it. The second should have a smaller roll, about 4 inches (100 mm). A slow, steady forward movement with a uniform supply of concrete in front of the finisher will produce the best surface finish. Slipform pavers are equipped with extrusion plates to form and finish the concrete. Slipform pavers are equipped with spray bars to add water as an aid to finishing. The inspector should insist that water added be kept to a minimum. It should not be added continually, but only occasionally when a minor delay has occurred, or for other similar reasons. It is better to use a slightly higher slump initially than to continually add water to the pavement surface.<br />
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If a pan float, or other mechanical float, is used behind the slipform paver or the finishing machine, it should leave the concrete surface in a substantially finished condition.<br />
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Some slipform paving machines are equipped with transverse screeds for additional floating. Tears or open areas indicate improper screed adjustments, inadequate vibration or perhaps a harsh mix. Attempts to correct the equipment should be made before changing the mix.<br />
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The edge condition should be noted immediately behind the slipform paver. Check for edge slump with the 5 foot (1.5 m) straightedge. The edgers on the paver should be adjusted to minimize edge slump. When the concrete leaves the trailing edge of the edgers, it should slump down and out to the proper width and elevation. For this reason, it is essential to maintain a uniform slump from load to load.<br />
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Check the pavement behind the paver or finisher to verify the proper width, crown and/or slope.<br />
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After machine finishing, the slab surface should be checked by the Contractor=s finisher using a 10 foot (3 m) straightedge and the 5 foot (1.5 m) lap method of straightedging. Any high or low areas indicated by the straightedges are to be corrected. The areas needing correction may be hand floated, if necessary, to seal the surface. On slipform paving, the finisher should stop the straightedge about 4 to 6 inches (100 to 150 mm) from the edge to keep from slumping the edge with the added weight of the straightedge.<br />
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====[[#Concrete Pavement, Unbonded Overlay|Concrete Pavement, Unbonded Overlay]]====<br />
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This item is used for a situation when existing concrete pavement are to be overlaid with a new concrete surface. The existing concrete typically undergoes Hot Mix Asphalt (HMA) or concrete joint repairs and is then overlaid with a HMA bond breaker layer before the new concrete surface is paved. .<br />
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Concrete Pavement, Unbonded Overlay is typically paid for by volume in cubic yards. The inspector will determine the volume of concrete used each day, based on the number of batches used for pavement and shoulders, and the nominal volume of concrete per batch. This amount will be documented by the batch ticket printouts. This item shall include all materials, labor, and equipment necessary to furnish and place the concrete mixture. Periodic wet depth checks shall be taken throughout the day to verify the pavement thickness and confirm the volume of concrete placed. Using the wet depth checks, the pavement width, and length of the day’s production, a volume of concrete placed can be computed. This volume can then be compared to the volume from the total day’s production on the Contractor’s batch tickets.<br />
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Random unscheduled daily yield checks on the volume produced by the batch plant should be performed to verify the amount of concrete produced per batch. This volumetric yield check can then be applied to all batches leaving the plant and compared to the computed total volume placed during the day’s production. The yield check should provide a simple verification of the batch ticket volume printed by the batch plant. This procedure should be part of the Contractor’s quality control plan and periodically verified through MDOT quality assurance testing where appropriate. This method of checking the volume of concrete can be used wherever concrete is being paid for by volume.<br />
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====[[#Concrete Pavement, Miscellaneous, Non-Reinforced Unbonded Overlay|Concrete Pavement, Miscellaneous, Non-Reinforced Unbonded Overlay]]====<br />
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This pay item shall be used for ramp reconstruction, ramp overlay, gore areas and approach areas. The quantity for miscellaneous pavement associated with overlay projects will be measured and paid for as described in the section for Concrete Pavement, Unbonded Overlay. <br />
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====[[#Grade Control|Grade Control]]====<br />
<br />
Grade control is critical when paving a concrete overlay. Overruns can be controlled by monitoring the grade of the surface the overlay is to be placed on prior to paving the bond breaker layer and the overlay. Recorded string line depth checks on the grade control prior to paving the overlay are important to monitor the volume of concrete to be placed and keep it close to the actual plan quantity.<br />
<br />
Grade control is again the critical item for controlling Contractor material quantities, and final profiles when paving miscellaneous concrete. Smaller miscellaneous areas are typically formed prior to paving miscellaneous concrete. The forms can benefit the grade control process. However, matching the grades in approaches, and ramp gore areas can lead to pavements that do not drain properly or have a safe profile for the public. If not included in the plans, a set of detail grades should be computed and plotted prior to the beginning of the project to attempt to alleviate grade problems. The detail grades should be computed from the plan profiles for the adjacent pavement. After the detail grades are computed, they should be plotted to determine the proposed gore/approach cross sections prior to beginning the project. If the detail grades are determined prior to any paving, with the approval of the Engineer, the inspector can typically adjust the mainline and/or ramp grades to allow for a safe gore and approach pavement.<br />
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Conventional edgers should be used to round the top corner. It should be left with a radius not exceeding 1/4 inch (6 mm). Edge slump should be rechecked with the 5 foot (1.5 m) straightedge behind all finishing operations. Any edge slump exceeding 3/8 inch (9 mm) should be corrected before the concrete sets. If continuing slumps of up to 1/4 inch (6 mm) occur, the Contractor should adjust the edgers on the trailing end of the side forms to eliminate the slump.<br />
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====[[#Expansion Joint Filler|Expansion Joint Filler]]====<br />
<br />
During final finishing operations. The previously removed 4 inch (100 mm) end section of the expansion filler material should be replaced and the concrete consolidated around the joint filler. The expansion joint filler location should also be marked for sawing at a later date. The best method of doing this is by working from a bridge spanning the pavement. The expansion filler top is exposed in about five locations across a 24 foot (7.2 m) pavement by using a small trowel to remove the concrete. A small block is then placed on top of the expansion filler. The block should extend to the surface and be held in place by nails extending into the filler. Later the joint is sawed out from block to block (Figure 602 7).<br />
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====[[#Concrete Texturing|Concrete Texturing]]====<br />
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Following floating, the surface is to be textured longitudinally with a burlap drag. Even though the final texturing will be by metal tines, it is important that the slab be properly textured initially with burlap to give the surface a slightly roughened, gritty texture. <br />
<br />
Usually 36 to 60 inches (900 to 1500 mm) of burlap should be in contact with the pavement surface. Two layers of burlap may be required to impart a gritty surface. The burlap should be cleaned of built-up mortar daily and replaced when it is no longer effective. It should be kept moist to avoid removing water from the concrete surface. <br />
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When slipform paving, it is better not to have the burlap drag extend over the edges, as it may cause the concrete to slump, or tear the edges. <br />
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When completing the metal tining, texturing operations shall not delay curing. Timely application of curing compound is critical to the final strength and durability of the concrete pavement. Application of the curing compound must take precedence over texturing the surface with the metal tines. If texturing has to be delayed, it will follow at a later date when the concrete has attained 28 days design compressive strength. In this case, the Contractor shall submit a plan for the Engineer’s approval for texturing the pavement after the concrete has reached the strength required to support the equipment. This work shall be at the Contractor’s expense.<br />
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The last 4 inches (100 mm), can be hand dragged by the finishers doing the edging.<br />
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A strip of artificial grass mat may be used in place of burlap. After burlapping, the surface is to be grooved transversely or longitudinally with a wire tine comb. Either machine or hand methods may be used. The tine grooves should be 1/8 to 1/4 inch (3 to 6 mm) deep, 1/8 inch (3 mm) wide, on about 1/2 inch (13 mm) centers for Transverse tinning and 1/8inch to 1/4inch deep, 1/8 inch wide and 3/4 inch on centers for longitudinal tinning. Tine marks should not be overlapped. Overlapping decreases the spacing, which results in breakage. The grooves should be one continuous pass across the entire pavement surface.<br />
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====[[#Tining Device|Tining Device]]====<br />
<br />
The tining device must be a tracked machine accurately adjusted to the crown and the pavement slope to ensure uniform contact between the tines and the pavement. It must also be adjusted to lift off the pavement just as the tine head reaches the edge to avoid breaking down the edges when slipform paving. Check the tining periodically to see that the operator is obtaining a uniform surface, with groove depths from 1/8 to 1/4 inch (3 mm to 6 mm). Following tining, the Contractor is to stencil the pavement 12 inches (300 mm) from the edge of the pavement so the numbers can be read in the direction of traffic.<br />
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See spec book for mean texture depth requirements per ASTM E965<br />
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====[[#Membrane Curing|Membrane Curing]]====<br />
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Membrane curing compound is to be applied as soon as the free water has left the surface. Often the same machine is used for tining, curing and applying the compound. Usually this is as soon as tining is complete. However, texturing shall not delay the curing compound application. If it becomes necessary to apply the curing compound prior to texturing, the texturing must be completed after the concrete has obtained its 28 day design compressive strength.<br />
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Make sure the curing compound has been mixed according to the manufacturer’s recommendation before the compound is transferred from the drums to the tank on the curing machine.<br />
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It should be constantly re-circulated or stirred during application.<br />
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Insist on a uniform application of each of the two coats for textured surfaces. One coat is required for non-textured surfaces. Coverage is 1 gallon per 25 square yards (1 liter per 5 m2) for each coat.<br />
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The important point is to get enough material on the exposed surface to completely seal the tops, bottoms and sides of the grooves with an unbroken membrane. Timely coverage is critical to the final strength and durability of the concrete.<br />
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The slab edges should be spray cured promptly if the forms are removed before the desired strength is met.<br />
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Depending on the wind, sometimes the curing compound may have to be applied in two different directions to get proper coverage.<br />
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====[[#Header Joints|Header Joints]]====<br />
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Night header joints should receive the inspector’s attention, as they are often the location of bumps in the finished pavement.<br />
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Paving is normally suspended on a transverse contraction or expansion joint.<br />
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An adjustable header board is staked in place in the center of the load transfer device assembly.<br />
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The header top should be left at least 1/2 inch (12 mm) below the pavement surface and the finishing equipment passed over the header.<br />
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[[File:Fig 602-07.png|600px|framed|center|Figure 602-7 Transverse Expansion Joints]]<br />
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The area adjacent to the header must be filled with fresh concrete.<br />
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Do not permit partially hardened concrete, or laitance, carried in the vibratory box to be used in this area.<br />
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Just before the finishing equipment passes over the header, the concrete adjacent to the header should be vibrated with a hand held vibrator.<br />
<br />
It is a good idea to spread burlap or plastic over the projecting ends of the dowels to facilitate cleanup of excess concrete.<br />
Since the header board may not match the crown of the pavement, it is a good idea to insert pieces of 1/4 inch (6 mm) Masonite behind the header board to be adjusted to the exact elevation of the finished pavement after the finishing equipment has passed over the header joint (Figure 602-8).<br />
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The finishers will now be able to straightedge the pavement up to and across the header. When slipform paving, the last 10 feet (3 m) or so of the longitudinal bulkhead joint adjacent to the header should be formed to prevent the slab from becoming over width. This over width will cause spalling of the edge when the paver is backed to the header.<br />
<br />
A run off header is also acceptable and is commonly referred to as a plastic tube header. See standard plan R-39-I for detail. A run off header is a plastic tube basket header that's pinned to the grade, concrete is placed and vibrated through it and beyond by at least 5 feet. Once the concrete has hardened, the joint is sawn in half, full depth, and removed. Smooth dowel bars are installed in the plastic tubes and paving resumes.<br />
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Leaving the header is also an operation that needs close attention. The header board should be removed carefully to avoid damage to the green concrete.<br />
<br />
After the concrete is placed, the header should be thoroughly vibrated to eliminate voids. As the slipform paver or finishing machine starts forward, there is a tendency for the concrete to cling to the screeds and the float pans, leaving the surface low in these areas. It is important that the Contractor straightedge this area carefully. Stretch a string line parallel to the centerline from 10 feet (3 m) behind the header to 30 feet (9 m) in front to check the header for the need of corrective work while the concrete is plastic.<br />
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Date and stationing should be stenciled in the concrete by the Contractor, on the night and morning sides of the header.<br />
<br />
<center>'''Stopping at night header'''</center><br />
<center>'''Paver going over header with enough fresh'''</center><br />
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<center>'''concrete to go past header board.'''</center><br />
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[[File:Fig 602-08.png|600px|framed|center|Figure 602-8 Header Board Placement]]<br />
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===[[#INSPECTION DURING AND FOLLOWING CONCRETE PLACEMENT|INSPECTION DURING AND FOLLOWING CONCRETE PLACEMENT]]===<br />
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Inspect the previous day’s pavement for uniformity of texturing and curing. Have areas been missed, or textured too shallow or too deep? Are there thin spots or streaks in the curing membrane? Has the edge of the slab been completely coated with curing compound? Check for any honeycomb in the edge and have it patched.<br />
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At this time, the relief sawing of the transverse joints should be complete or in progress. Look for any random cracks that would indicate sawing was not completed in a timely manner. Also, look at the relief saw cuts for excessive raveling, indicating they were sawed too soon. Check for correct depth of the saw cuts.<br />
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When sawing of the joints to final width begins, the inspector should check on the width and the depth (Standard Plan R-39 Series). Location of saw cuts for contraction joints should be over the center of the assembly. It is important that the expansion joint saw cuts be made exactly over the expansion felt. This is accomplished by sawing from block to block as explained under Finishing the Concrete. <br />
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The centerline longitudinal joint will be sawed within 24 hours, but not until the concrete has hardened sufficiently that no raveling or spalling occurs. All traffic must be kept off the pavement until the longitudinal joint has been sawed. Since the upper 1 inch (25 mm) of the longitudinal joint must be sawed a minimum of 1/4 inch (5 mm) wide, and the lower one-third need only be 1/8 inch (3 mm) wide, the Contractor will often use two saws operating in tandem. (Standard Plan R-41 Series).<br />
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Transverse joints will be sealed with hot poured rubber.<br />
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====[[#Hot and Cold Weather|Hot and Cold Weather]]====<br />
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During hot weather, additional precautions must be taken to obtain high quality pavement. Concrete placement is prohibited when the concrete temperature exceeds 90°F (32°C). Even with concrete temperature at 80°F (27°C), it may be difficult for the final finishing and texturing to be completed before the concrete hardens. Under these conditions, there is a strong desire by the Contractor’s finishers to add water to the pavement surface to lubricate their floats and straightedges. Any water added is to be in the form of mist from a fog sprayer. This limits the amount of water added and minimizes dilution of the cement paste on the concrete surface.<br />
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For hot weather conditions, the inspector can refer to Table 706-1 of the Standard Specifications for Construction. This table gives evaporation rates for conditions for paving concrete based on air temperature, concrete temperature, relative humidity, and wind velocity. If the evaporation rate exceeds 0.15 lbs/ft2/hr from the table, then the Contractor should not pave. In any combination of weather conditions, the Contractor must be able to ensure to the Department that they can prevent premature drying of the pavement surface during the paving process.<br />
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In extreme weather conditions, timely application of the curing compound is not always the complete solution to preventing premature drying of the pavement surface. Extreme weather conditions can require additional steps to aid in the prevention of premature surface drying and other adverse effects caused by hot weather. Continuous, constant temperature moist curing, covering the entire surface of the pavement with continuously wet burlap, and reducing the concrete mix temperature (cement, aggregate and/or water temperature) are examples of other options for helping reduce the impact of hot weather on concrete pavement. With the exception of continuous moist curing, the curing compound should still be applied when using these options for paving in hot weather. The Contractor’s Quality Control Plan must be reviewed before paving begins. The Quality Control Plan must contain adequate detail regarding the plan for properly curing the concrete in accordance with MDOT and American. <br />
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Protection from cold weather is the Contractor’s responsibility. Although concrete will withstand below freezing temperature due to heat of hydration, it is considered good practice to provide a protective covering of insulated blankets or straw when freezing temperatures are anticipated. When cold weather is anticipated, the pavement should be covered as soon as possible. However, the pavement must be able to support the weight of the insulating blankets or straw without damaging the surface.<br />
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If the Contractor neglects to cover the pavement in a timely manner, and the temperatures drop below freezing during the curing period, the inspector should note the areas involved and notify the Engineer. Arrangements can be made to take special cores from the area in question to determine whether or not the concrete has been damaged.<br />
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====[[#Rain Damage|Rain Damage]]====<br />
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Protection from damage by rain is the Contractor’s responsibility and the inspector should avoid giving the Contractor any instructions as to covering the concrete, or other protective measures. If the Contractor is unable to texture the pavement, or the texture is washed away, they will be required to groove the hardened concrete.<br />
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If serious rain damage occurs, such as breaking down of slipformed edges or erosion of the surface by water running off the pavement, repairs should be made as soon as the rain stops. Water on the surface should be carefully removed with straightedges to avoid working the water into the concrete. Fresh concrete should then be added and the surface refinished.<br />
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If the rain has damaged the curing membrane, this should be corrected by respraying the area after the rain has stopped.<br />
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====[[#Miscellaneous Paving|Miscellaneous Paving]]====<br />
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In addition to the main paving operation, most projects will involve some miscellaneous paving. This might be semi-production work on service roads or ramps. Other times it will involve strictly hand work at street intersections.<br />
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The quantity of paving involved will dictate the type of equipment to be used. As with production pavement, the inspector should ensure that methods and equipment proposed will ensure quality work.<br />
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Trimming the base will usually be a combination of a road grader and hand methods.<br />
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Forms are used for hand work. Radii of less than 150 feet (45 m) will require flexible forms.<br />
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Concrete may be placed without a spreader providing it can be placed without segregation. <br />
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All areas along forms and joints will be consolidated with a vibrator. The vibrator will be inserted vertically into the concrete to ensure complete consolidation and will not be used to move the concrete.<br />
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Screeding of the surface will usually be by a form-riding finishing machine or a hand-pulled vibrating strike off. Sometimes roller screeds or lightweight slipform pavers are used.<br />
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Straightedging gaps and other areas subject to high-speed traffic is important. A string line check of these areas is also helpful.<br />
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Burlapping, tine texturing and curing will normally be done with hand held equipment. Make sure tining is done in one continuous pass from edge to edge. Do not permit tining each way from centerline, as a poor appearance will result.<br />
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Applying the curing compound will be done from a bridge or by using a boom so uniform coverage can be obtained.<br />
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====[[#Concrete Shoulders|Concrete Shoulders]]====<br />
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When concrete shoulders are called for on the plans, they will be constructed according to the current specifications and Standard Plan R-112 Series.<br />
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Preparation of the grade is similar to that required for pavement; shaped to the required line, grade and cross section and compacted to the required specific density. The edge of the pavement should be cleaned of any dirt or other foreign material. Shoulders adjacent to pavement will require lane ties to keep the shoulder from separating from the pavement.<br />
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Expansion joint filler is placed in line with opposite expansion joints in the pavement as per Standard Plan R-42 Series. Load transfer devices are omitted from concrete shoulders.<br />
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Just before concrete is placed, the edge of pavement and the entire base should be dampened.<br />
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See the Standard Plan R-45 Series <br />
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Concrete is usually placed on the grade directly from hauling units. Normally a modified slipform paver will be used to strike off, consolidate and finish the shoulder concrete.<br />
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Immediately behind the machine in the finishing operation, check the surface for proper slope or crown.<br />
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Edges will be inspected for slump, thickness and to ensure that they are all free from contamination by base material.<br />
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Floating will be done only as necessary to close the surface.<br />
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Relief cuts must be sawed to the proper depth to control cracking. After curing, the joints are to be sawed to the final width and depth and sealed with the same seal as used in the pavement.<br />
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Rumble strips will be placed according to the standard plan. <br />
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Texturing is done with a burlap drag or a stiff broom.<br />
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The surface and outside edge should be coated with white membrane curing compound at a rate of 1 gallon per 25 square yards (1 liter per 5 m2).<br />
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====[[#Base Course Paving|Base Course Paving]]====<br />
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Another type of miscellaneous paving is concrete base course. This is usually a widening placed adjacent to an existing pavement which is in need of resurfacing.<br />
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General construction methods are similar to those described above for concrete pavement. A few important differences are mentioned here.<br />
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The edge of the existing pavement may be in poor condition. Check the plans to determine if any corrective work is required on this edge before casting concrete against it.<br />
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Base course mat are non-reinforced. Plane-of-weakness joints may be either formed or sawed. No joint seals are required. No load transfer assemblies are used in base course. Review the Standard Plan R-42 Series for joint layout and header joints in non-reinforced base course.<br />
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Straightedge tolerance is more liberal, 3/8 inch in 10 feet (9 mm in 3 m). Texturing is done by burlap drag. The surface should not be tined, as it will be difficult to clean before placing the overlay.<br />
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Cure with a transparent compound instead of white. Only one application is required at the rate of 1 gallon per 25 square yards (1 liter per 5 m2) of surface.<br />
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===[[#OPENING TO TRAFFIC|OPENING TO TRAFFIC]]===<br />
<br />
Often the Contractor will want to use the new pavement as a haul road for his batch trucks at the earliest possible time, or he may want to place a wheel or track on new pavement edge to pave the adjacent lane. Other times it will be important to open an intersection or drive to traffic as soon as possible.<br />
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The inspector and Contractor should try to anticipate the need for early openings and arrange to make an extra set of beams when the concrete in question is being cast. These beams should be cured under environmental conditions similar to the pavement being cast.<br />
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The follow the Table 104.1 in from [http://mdotcf.state.mi.us/public/specbook/files/2012/104%20Control%20of%20Work.pdf Section 104] of the Standard Specifications for Construction, to determine when equipment may be allowed on the pavement.<br />
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No load is to be permitted on the pavement until the centerline joint is sawed, the contraction joints relief cut, the expansion joints sawed out to full width and temporary or permanent seals installed. Curing is to be continued until a flexural strength of 550 psi (3.8 MPa) has been obtained.<br />
<br />
When job control beams are not available, the curing surface treatment film will not be broken by Contractor’s equipment or other traffic until the concrete has attained 70 percent of the anticipated minimum strength as determined from the following table.<br />
<br />
[[File:Table 602 % increase strength.png|600px|framed|center]]<br />
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===[[#STREET INSPECTOR’s REPORT|STREET INSPECTOR’s REPORT]]===<br />
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Inspector’s Report of Concrete Placed, [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf Form 1174R], is the primary report required of the paving inspector. It should be prepared for each day that pavement is cast. In addition to the original copy to the Engineer and a copy to the Construction Services Section, the inspector should retain a copy.<br />
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Any unusual happenings should be noted in the remarks section of the report. Often this is most important when a problem develops and the circumstances surrounding the problem are being reconstructed later. Any material accepted on the basis of visual inspection should be noted in the remarks. The back of the form should be used for sketches, when necessary, to describe any irregular areas.<br />
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In addition to the daily report, the field book prepared before the project started can be used to note additional information concerning the paving operation. Depending on the type of project, it may be necessary for the street inspector to complete an Inspector’s Daily Report, [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122B.pdf Form 1122B] documenting traffic control, equipment used or other work activities in progress.<br />
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Reports and documentation requirements should be reviewed with the Engineer before paving starts.<br />
<br />
Keep in mind that some quantities must be documented at the time of placement while others can be checked later. An example of the former is areas where high-strength concrete is used and is to be paid for.<br />
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===[[#PAVEMENT CORING|PAVEMENT CORING]]===<br />
<br />
To determine pavement, shoulder and base course thickness , cores shall be taken from the pavement before its final acceptance to determine the thickness of the pavement according to [http://www.michigan.gov/documents/mdot_MTM_CombinedManual_83501_7.pdf MTM 201]. Refer to [http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf subsection 602.04] of the Standard Specifications for Construction and the following flow chart (see Figure 602-9) for this determination.<br />
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[[file:602.09-1.jpg|center|thumb|500px|Figure 602-9 - Pavement Coring for Acceptance Flow Chart]]<br />
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===[[#INSPECTOR’S CHECKLIST|INSPECTOR’S CHECKLIST]]===<br />
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====[[#Transporting Central Mixed Concrete|Transporting Central Mixed Concrete]]====<br />
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* Determine that elapsed time is within specification limits for temperature and type of hauling unit.<br />
* Hauling units should be mortar tight.<br />
* Trucks should be washed out as necessary to prevent buildup of hardened concrete.<br />
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====[[#Job Site Quality Assurance|Job Site Quality Assurance]]====<br />
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* All testing equipment on the job before start of concrete operations: air meters, slump cone and related tools and concrete thermometer.<br />
* Perform test according to [http://mdotcf.state.mi.us/public/dessssp/spss_source/12SP604(B)v3.pdf Special Provision 604B].<br />
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====[[#Slipform Paving|Slipform Paving]]====<br />
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* Grade, including track line, will be trimmed and booked and a permit to place concrete will be issued before concrete can be placed <br />
* Any disturbed area to be recompacted to the specified density.<br />
* Sight along stringline for sags, adequate supports and general condition. On tight radius ramps, stringline stakes may be required at 10 to 13 foot (3 m to 4 m) spacing.<br />
* Depth checks on base to be taken after trimming as required.<br />
* Use stringline to check for proper crown or cross slope from grade stakes to top of aggregate base and record on [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf Form 1145]. Inform Contractor or his representative on the job site of grade checks. Issue permit to place for placing load transfer devices as directed.<br />
* Load transfer assemblies should be observed for coating and to make sure they are at right angles to the stringline, parallel to grade and properly spaced and pinned. Check the free end of the expansion dowel for proper space between cap and end of dowel.<br />
* Base shall be moist at time of placing concrete.<br />
* Spreader and pave must have proper crown setting.<br />
* Operator of spreader must use care to avoid moving dowel bar assembly from pinned position. Equal amounts of concrete must be placed on each side of the expansion joints to avoid moving.<br />
* Operation of spray cure machine to be verified before paving starts.<br />
* Concrete spread to cover entire base <br />
* Observe operation of lane tie bar installer. Inserted ties to be spaced as indicated in the Standard PlansR-41.keep inserted ties out of the load transfer assembly area. Have a field pull out test made after the first day’s pour.<br />
* Paveing operation should ibrate concrete full width and depth of pour. Observe vibrators frequently to see that they are all operative.Contractor should have some means of observing vibration <br />
* Observe wet crown checks taken from the Contractor throughout the day.<br />
* Measure spacing depth of lane tie bars behind the paver. .<br />
* To get a smooth surface the surcharge of concrete ahead of the pave should not overload the paver and should be uniform across the grade.<br />
* Pavement is to be checked by Contractor with 10 foot (3 m) straightedge behind paver. Look especially for dips at baskets.<br />
* Edge slump should be checked frequently behind paver and again behind the texturing equipment with a 5 foot (1.5 m) straightedge.<br />
* Machine finishing and floating should leave a minimum of hand finishing. . Floats and straightedge must not be pulled over edge of slab, as edges will slump.<br />
* Pavement is to be edged to remove any overhanging projections of concrete. Edging should be delayed as necessary to minimize edge slumping.<br />
* Pavement surfaces to be dragged longitudinally with burlap and tined according to spec..<br />
* Observe Contractor stenciling the station numbers at the correct location and direction.<br />
* White pigmented compound is required for curing concrete pavement, curb and gutter and sidewalk. Transparent or clear compound is required for curing concrete base course at the specified rate.<br />
* Mechanical agitation of curing compound is required.<br />
* For tined surfaces, curing compounds shall be applied in two applications, each at the specified rate. Check for proper yield and record.<br />
* Curing compound shall be applied as received. No thinning is allowed.<br />
* Enough pavement should be checked the following morning to determine the quality of workmanship. Advise the Contractor of all deficiencies. Record all findings. Mark areas for review by the Engineer.<br />
* Where adjacent pavement lanes are constructed in separate pours, keep equipment from operating on the recently placed pavement until the pavement has attained adequate strength, as determined by test beams and table in specifications.<br />
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<br />
====[[#Form Paving|Form Paving]]====<br />
<br />
Review the items for form paving. In addition, the following should be checked.<br />
<br />
* Forms are to be measured for proper height. Forms to be a minimum of 10 foot (3 m) long. Base width equal to or greater than the thickness of the pavement.<br />
* Condition of forms checked with 10 foot (3 m) straightedge before project starts and daily as project is paved. Forms that do not meet specifications are to be rejected.<br />
* Stringline required to establish form grade shall be sufficiently taut to eliminate sag.<br />
* Forms to be set directly on trimmed base or on base trimmed with form grader.<br />
* Three pins of adequate length used in each form. Each form to lock to adjacent form.<br />
* If forms are set on disturbed base, material under forms shall be tamped on both inside and outside of form.<br />
* Top of form shall be free of mortar prior to setting.<br />
* Forms to be oiled before each use.<br />
* Sufficient forms shall be in place ahead of the paver so they may be checked for line and grade in advance of placing concrete. The minimum length of forms in place shall be equal to the anticipated length of pavement to be placed in 2 hours.<br />
* Surplus base material left inside of forms is to be removed.<br />
* Depth to base from stringline at top of forms measured and recorded.<br />
* Vibratory strike board or roller screed shall be used on hand work.<br />
* Screeds on finishing machine and/or spreader finisher adjusted to proper crown.<br />
* Proper quantity of concrete being carried ahead of each screed.<br />
* A Vibrator must be used thoughout the entire pour. <br />
* Observe operator of finishing machine. Care should be taken to avoid moving the premolded fiber filler in the expansion joints from the vertical position.<br />
* After form removal, inspect edges of pavement for honeycomb.<br />
<br />
{{top}}<br />
<br />
====[[#Sawing and Sealing Joints/Longitudinal Joints|Sawing and Sealing Joints/Longitudinal Joints]]====<br />
<br />
* The longitudinal joint shall be sawed within 24 hours.<br />
* Saw is to be equipped with guide to maintain alignment.<br />
* Check size of saw cut 1/8 inch (3 mm) x( 1/3 the pavement depth). Top 1 inch (25 mm) must be 1/4 inch (6 mm) wide for seal,refer to standard plan R-41.<br />
* Bulkhead joints must be sawed and sealed with hot pour sealant.<br />
* Joint faces should be cleaned by sandblasting or other approved method and blown clean before sealing with hot poured sealant.<br />
* Joint should be completely filled, but not overfilled.<br />
<br />
{{top}}<br />
<br />
====[[#Transverse Joints|Transverse Joints]]====<br />
<br />
* A standby concrete saw is required for relief cuts.<br />
* Two-stage sawing is required, except for slag aggregate. First stage is to be completed as soon as possible without raveling. See Standard Plan R-39 Series.<br />
* Second stage sawing is to be done after the concrete has gained at least 30 percent of its strength. Centered over relief cut (see plans and Standard Plan R-39 Series for sizes of joint groove for type of seal being used).<br />
* Temporary or permanent seals must be installed in expansion joints before construction traffic uses pavement. Construction traffic may run over contraction joints after relief sawing, and when the concrete has met minimum strength requirements.<br />
* Clean joint with oil-free compressed air before sealing. Inspect for stones or other foreign material.<br />
<br />
{{top}}<br />
<br />
==[[#MEASUREMENT AND PAYMENT|MEASUREMENT AND PAYMENT]]==<br />
<br />
<br />
<span style="color: red"> -Reserved- </span><br />
<br />
{{top}}<br />
<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5630Main Page2019-09-18T14:19:04Z<p>McGowanR: /* Recent Minor Changes */ Updated Minor Change Table to reference changes made to Section 602 for Load Transfer Assemblies</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
<br />
<br />
<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
<br />
<br />
<center>[[File:logo.jpg|250px]]</center><br />
<br />
<br />
<br />
<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
<br />
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center><br />
<br />
<span style="float: right;"><br />
<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
</span><br />
<br />
=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
<br />
<br />
=[[Current News|<font color="red">Current News</font>]]=<br />
<br />
==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
<br />
{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>8/30/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Update to Trunkline Boilerplate Preconstruction Meeting Minutes - 2019||[//{{SERVERNAME}}/images_construction/5/5e/TRUNKLINE_Boilerplate_Preconstruction_Meeting_Minutes_2019_Final.docx View Here]<br />
|-<br />
|<center>8/20/2019</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Standard_Rounding_Convention_Guidance|FieldManager]]</center>||New guidance related to the Standard Rounding Convention ||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5615&oldid=5386 Compare It]<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
|-<br />
|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|<center>12/12/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal|102.02]]</center>||Updated Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php/File:Boilerplate_Progress_Clause_Template_12-12-18.docx View Here]<br />
|-<br />
|<center>11/7/2018</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Preconstruction Meeting Minutes Boilerplate - Trunkline||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5406&oldid=5265 Compare It]<br />
|-<br />
|<center>10/26/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2018||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>9/13/2018</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|Materials Quality Assurance Procedures Manual]]</center>||2018 Summary of Revisions to the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5394&oldid=5025 Compare It]<br />
|-<br />
|<center>6/4/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102]]</center>||Provided New Table for "Typical Long Lead Time Items" along with updating to the latest "Boilerplate Progress Clause Template 5-30-15"||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5353&oldid=5201 Compare It]<br />
|-<br />
|<center>4/26/2018</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Update to Purpose of Review.||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection,_Acceptance,_and_Final_Payment&diff=5280&oldid=4987 Compare It]<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
{{top}}<br />
<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>9/18/2019</center>||<center>6</center>||<center>[[602_-_Concrete_Pavement_Construction#Load_Transfer_Assemblies|602]]</center>||Load Transfer Assemblies: Updated new content and included Presentation for Load Transfer Assemblies Inspections||[http://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629&oldid=5556 Compare It]<br />
|-<br />
|<center>8/22/2019</center>||<center>1</center>||<center>[[107.09_Archeological_and_Historical_Findings|107.09]]</center>||Update related to the process for archeological findings||[http://mdotwiki.state.mi.us/construction/index.php?title=107.09_Archeological_and_Historical_Findings&diff=5618&oldid=4933 Compare It]<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
|-<br />
|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
|-<br />
|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
|-<br />
|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
|-<br />
|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
|-<br />
|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
|-<br />
|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
|-<br />
|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
|-<br />
|<center>12/3/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_12-03-18.pdf View Here]<br />
|-<br />
|<center>8/30/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_08-30-18.pdf View Here]<br />
|-<br />
|<center>8/29/2018</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|FieldManager]]</center>||Updated content related to Inspector Daily Reports and noting visual acceptance of material||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5386&oldid=4953 Compare It]<br />
|}<br />
</div><br />
<br />
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<br />
=[[#Preamble|Preamble]]=<br />
<br />
This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
<br />
<br />
This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
<br />
<br />
Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
<br />
<br />
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[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=602_-_Concrete_Pavement_Construction&diff=5629602 - Concrete Pavement Construction2019-09-18T14:12:34Z<p>McGowanR: /* Load Transfer Assemblies */ Updated new content and included Presentation for Load Transfer Assemblies Inspection</p>
<hr />
<div><br />
<center><span STYLE="font: 60pt arial;">'''602'''</span></center><br />
<br />
<center><span STYLE="font: 40pt arial;">'''Concrete Pavement Construction'''</span></center><br />
<br />
<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 602]</center><br />
<br />
<br />
==[[#GENERAL|GENERAL]]==<br />
<br />
<span style="color: red"> -Reserved- </span><br />
<br />
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<br />
==[[#MATERIALS|MATERIALS]]==<br />
<br />
===[[#Acceptance of Materials|Acceptance of Materials]]===<br />
<br />
Before paving operations start, the paving inspector should verify that all materials that need to be incorporated in the pavement have been tested and accepted. Most materials will be stockpiled in the Contractor’s yard on the project site. Often this is also the location of the batching plant.<br />
<br />
{| class="wikitable"<br />
|-<br />
! colspan="2" |<br />
<center>'''General Materials Inspection'''</center><br />
|-<br />
|<br />
<center>1</center><br />
|<br />
When the load transfer assemblies arrive on the project site, call Region materials personnel so they can verify that the assemblies were built according to the standard plans. Notice of acceptance by Region materials personnel is the required documentation.<br />
|-<br />
|<br />
<center>2</center><br />
|<br />
Check to see if the dowel bars and the fiber joint filler material are certified. Sampling and testing may be required.<br />
|-<br />
|<br />
<center>3</center><br />
|<br />
After the Contractor starts to set the load transfer assemblies on the grade, they must be visually inspected for:<br />
<br />
* Broken or missing welds.<br />
* Damage in handling or shipping.<br />
* Proper height of dowel bars in the assembly.<br />
* Proper height and length of fiber joint filler.<br />
* Dowels must match holes in fiber joint filler with no space for mortar leakage through fiber joint filler.<br />
* Compliance of expansion caps.<br />
|-<br />
|<br />
<center>4</center><br />
|<br />
The entire bar is to be coated with an approved epoxy coating to prevent corrosion, and the entire bar’s length is to be coated with an approved material to prevent concrete from adhering to the bar. <br />
|-<br />
|<br />
<center>5</center><br />
|<br />
Any material of uncertain origin should be piled separately and not used until it is determined that it meets specification requirements.<br />
|-<br />
|<br />
<center>6</center><br />
|<br />
Visually inspect the handling and storage of all materials used in the concrete paving operation.<br />
|-<br />
|<br />
<center>7</center><br />
|<br />
Cover load transfer assemblies, if stored on site for more than 6 months.<br />
|}<br />
<br />
<br />
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<br />
====[[#Tie Bars and Bent Bars|Tie Bars and Bent Bars]]====<br />
<br />
These items should be checked for certification, or sampled and tested when they arrive on a project.<br />
<br />
{{top}}<br />
<br />
====[[#Curing_Compound|Curing Compound]]====<br />
<br />
<br />
* Check certification, or sample and test each batch or lot.<br />
* Material may be in drums or in a large tank. Inspection consists of seeing that the material is not contaminated or diluted and that it is mixed according to the manufacturer’s recommendations.<br />
* A curing compound should not be used when stored from one construction season to the next without resampling and testing.<br />
* Check yield of material to ensure correct coverage.<br />
<br />
{{top}}<br />
<br />
==[[#CONSTRUCTION|CONSTRUCTION]]==<br />
<br />
===[[#Concrete Testing Procedures|Concrete Testing Procedures]]===<br />
<br />
Quality control and Quality Assurance testing for concrete will be in accordance with Special provision 12SP604(B). <br />
<br />
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<br />
===[[#PLACING AND FINISHING CONCRETE|Placing and Finishing Concrete]]===<br />
<br />
The specifications set forth the equipment requirements necessary in the paving train. The specific equipment requirements have been greatly reduced during recent years. We are less concerned about the specific type or piece of equipment the Contractor uses and more concerned with the result. The inspector should note the trimming, placing, spreading, consolidation, finishing, texturing and curing equipment the Contractor plans to use to see if it fits the project on which it will be used. Equipment capacity and capability will not be the same on a small urban widening project as on a high production rural project. The Lansing Office concrete staff inspector will visit the project when paving starts to assist in determining equipment suitability and other related problems to get the project properly started. If there are questions about the condition and/or equipment capability, contact the Engineer.<br />
{{top}}<br />
====[[#Minimum Project Requirements|Minimum Project Requirements]]====<br />
<br />
* Some method of trimming the base.<br />
* A method of delivering and placing the concrete on the grade in a timely manner, without segregation.<br />
* Installing lane ties, if needed.<br />
* Consolidating and finishing the concrete, straight edging and floating.<br />
* Edging and texturing the surface.<br />
* Curing the pavement.<br />
* Sawing and sealing the joints.<br />
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Screeds and pan floats must be checked for proper slope adjustment.<br />
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The inspector should verify that the membrane sprayer is in working condition before paving starts. If in doubt, the Contractor should demonstrate this capability.<br />
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Check to see that the Contractor has all the necessary hand tools, such as 5 foot (1.5 m) and 10 foot (3 m) straightedges, floats, edgers and stencils.<br />
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If forms are used, they should be checked for straightness, general condition, condition of locks, etc. before form setting operations begin. These forms serve the dual purpose of containing the plastic concrete and providing a track on which most of the concrete placing and finishing equipment rides. For radii of 150 feet (45 m) or less, flexible forms will be required (see [http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf subsection 602.03] of the Standard Specifications for Construction). Review the specifications and checklist, included in this manual, for specific form and backup rail requirements.<br />
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====[[#Grade Condition|Grade Condition]]====<br />
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After the aggregate base or open-graded drainage course (OGDC) is placed, shaped and compacted, it is brought to final grade, usually by an automatic trimmer. This machine operates off a string line for line and grade. The string line should be checked for sags before the final cut on the aggregate base, as most slipform paving equipment runs on the aggregate base for final grade.<br />
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====[[#Aggregate Base|Aggregate Base]]====<br />
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* Behind the grading operation, the aggregate base should be checked for thickness, elevation and proper cross section.<br />
* Thickness is checked by digging through the aggregate and recording the depth of the hole.<br />
* Depth should be within 3/4 inch (15 mm) of plan thickness (example: a minimum of 3-1/4 inch (85 mm) when 4 inches (100 mm) depth is specified).<br />
* Elevation and cross section are determined by stretching a string line across the grade from stakes set by the instrument crew.<br />
* Measurements are made from the string line to the grade and recorded.<br />
* Any significant variations from the plan should be brought to the Engineer’s and Contractor’s attention.<br />
* Any areas where the grade appears to have been disturbed should be rechecked.<br />
* The grade should be moist when paving operations start, but there should be no puddles of standing water.<br />
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====[[#Load Transfer Assemblies|Load Transfer Assemblies]]====<br />
Load transfer assemblies are required to be field inspected a minimum of once per manufacturer per project in accordance with Section 4.07 of the Materials Quality Assurance Procedures Manual. This inspection should be conducted as soon as possible from the time of delivery to the project. The following PowerPoint presentation has been created to assist the field inspectors when performing these inspections. MDOT form 0553 is to be used to document these inspections.<br />
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[[File:CMU 602 Load Tranfer Assembly Inspections Presentation.pdf|link=//{{SERVERNAME}}/images_construction/a/a2/CMU_602_Load_Tranfer_Assembly_Inspections_Presentation.pdf|500px|thumbnail|center|'''CLICK IMAGE''' for Load Transfer Assemblies Inspection Presentation]]<br />
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After the base is properly compacted and fine trimmed to receive the concrete, load transfer assemblies are placed at joint locations. The inspector should work closely with the contractor’s crew while they are setting these assemblies.<br />
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The assembly itself holds the dowel bars in position so they will not move during concrete placement and consolidation.<br />
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* The distance between joints should be checked.<br />
* The assemblies must be positioned at right angles to the centerline as shown in Figure 602-5.<br />
* After they are properly positioned, they must be staked to the base using six pins per basket assembly.<br />
* The basket pins must be in contact with the lower horizontal wire as shown in Figure 602-6.<br />
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After the contractor completes staking the assembly, the inspector should check vertical alignment with the basket level to ensure that dowels are parallel with the pavement surface (Figure 602-6).<br />
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At this time, the bars should be visually checked for horizontal alignment by sighting over the tops of the bars to the previously set assemblies to see if the bars are parallel to the string line. Even though the assemblies have been set at right angles to the string line, the bars may not be parallel to the string line due to improper fabrication of the assemblies.<br />
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Any apparent misalignment can usually be corrected by the contractor (e.g. by tapping the frame to realign the bars, etc.).<br />
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The bars should also be inspected for complete coating on at least two-thirds of the length of the bar.<br />
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====[[#Dowel Bar Inserter (DBI)|Dowel Bar Inserter (DBI)]]====<br />
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An approved mechanical device that automatically installs load transfer bars, at the required depth, and properly consolidates the surrounding concrete. The device may be used in lieu of load transfer assemblies.<br />
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When a dowel bar inserter (DBI) is used to install load transfer bars, the bars shall be placed at the same spacing as detailed for dowel bar assemblies in Standard Plan R-40 Series. The pavement shall be placed and consolidated full-depth prior to insertion of the dowel bars.<br />
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The DBI shall be capable of accurately inserting dowel bars at the joint spacing and location shown on the plans. The DBI shall be capable of inserting dowel bars into the full-depth plastic concrete at the specified location, and shall be capable of consolidating the concrete around the dowel bars such that no voids exist, without the supplemental use of hand-held vibrators.<br />
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The Contractor will take measurements of the inserted dowels relating to the specification tolerances. These measurements will be made every 500 feet and included in there Quality Control Plan provided to the Engineer when requested. .<br />
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The alignment of the dowel bars is crucial to the life of the pavement. If a dowel or group of dowels is not perfectly aligned longitudinally with the pavement, the life of the pavement and the joints can be significantly reduced. Therefore, wet depth and position alignment checks need to be performed every 500 feet to insure the proper depth, vertical and horizontal alignment of the dowels are being provided by the paving equipment and DBI.<br />
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Any out of tolerance joints shall be marked and replaced at the Contractor’s expense. If the dowels are consistently out of tolerance with respect to alignment and/or depth, the Contractor must stop production paving and take steps to correct the alignment problems. Dowel alignment problems can be created when too much concrete, commonly referred to as head, develops in front of the paver that has the DBI mounted to it. The amount of head carried by the DBI paver must be in accordance with the DBI and paver manufacturer’s recommended depth to provide consistent proper dowel alignment.<br />
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Many other factors can contribute to dowel alignment and depth problems when using a DBI. The important thing to remember is to be sure the DBI is consistent when placing dowels throughout each day’s production. Periodic wet and dry alignment/depth checks are necessary to ensure consistency. The inspector should also make sure the Contractor is following all of the DBI manufacturer’s recommendations for the use of this equipment.<br />
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Test Headers Are Required throughtout the project to insure Proper Alignment of Dowels bars in hardend concrete . Three are Required , But the engineer may Request more Depending on Contractor qualtity control measurements..<br />
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In the future Mitt Scan Measurements Will Be Required By the contractors as part of their Qualitity Measurements.<br />
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====[[#Expansion Caps|Expansion Caps]]====<br />
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Expansion assemblies should be checked to make sure there are no voids under the expansion felt, between the ends and the forms or around the dowel bars. Expansion caps must be securely placed on opposite unwelded ends of the bars, with 1 inch (25 mm) space left between the end of the bar and the inside of the cap. When using the slipform paving method, the outside 4 inches (100 mm) of the expansion felt will be removed and replaced behind the paver.<br />
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It will be necessary for the Contractor to mark the center of the load transfer assemblies so that a saw cut can be made over these joints after the concrete has hardened. Usually, this is accomplished by setting a basket pin opposite the center of the joint outside the pavement limits. Normally, a ribbon is attached to the stake to identify its location.<br />
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When setting load transfer assemblies for a widening, do not use the previous saw cut as a method of aligning the basket unless checked for angles. Align this joint with a right angler, or the 3-4-5 triangle method described in Figure 602-5.<br />
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[[File:Fig 602-05.png|600px|framed|center|Figure 602-5 Positioning Dowel Basket Assemblies]]<br />
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[[File:Fig 602-06.png|600px|framed|center|Figure 602-6 Basket Pin and Basket Level]]<br />
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===[[#Production Paving Projects|Production Paving Projects]]===<br />
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Concrete will be produced in a central mix plant.<br />
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Concrete will be transported to the job site in dump trucks or agitator trucks. The allowable haul time will depend on the type of hauling unit and the concrete temperature, as stated in the Standard Specifications.<br />
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The Contractor will provide a ticket system to record the batch numbers and have someone at the dump site to pick up the tickets.<br />
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The inspector should pick up these tickets from the Contractor and check to see that the concrete is within the specified time limits, and sign all the tickets.<br />
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Count the tickets to determine the total concrete received. Compare this to the theoretical amount required to compute the overrun or underrun. The cause of any underrun should be determined and corrections should be made immediately. Possible causes include thin pavement, narrow width of slab or improper scale readings at the concrete plant.<br />
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====[[#Dual Lane Operation|Dual Lane Operation]]====<br />
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The spreading operation should be kept reasonably close to the following description so no more than 30 minutes elapse between layers of concrete, or between placing and finishing the concrete.<br />
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Tie bars are placed at the center longitudinal joint.<br />
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A lane tie bar installer is often mounted on the rear and in the center of the Paver a laborer will place reinforcement bars of proper length and diameter according(Standard Plan R-41 Series). <br />
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Bar spacing, as required to the nearest free edge, An Inspector should check the spacing of Bars as soon as possible after paving starts.<br />
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Check the bar depth after finishing operations are complete, as they have a tendency to settle due to the vibration of paving equipment.<br />
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====[[#Slipform Pavers/Riding Finishing Machine|Slipform Pavers/Riding Finishing Machine]]====<br />
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The slipform paver uses a lower slump concrete to minimize edge slump. Therefore, full width vibrators are necessary to eliminate all internal honeycombs. The inspector should check to see that the vibrators are working. Bubbles should be apparent around each operating vibrator.Conctactors should have a Vibrator monitor as per Special Provision 604B<br />
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It is important that the slipform paver, or finishing machine, has the correct concrete amount in the screed, or strike-off plates, to prevent overloading that will cause slipping of the track or drive wheels. This will result in chatter bumps on the surface. Inadequate concrete in the screed fronts will leave low spots on the surface.<br />
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Form riding finishing machines, and some slipform pavers, have two oscillating screeds that shape the surface of the concrete. For the best results, the front screeds should have about an 8 inch (200 mm) roll of concrete in front of it. The second should have a smaller roll, about 4 inches (100 mm). A slow, steady forward movement with a uniform supply of concrete in front of the finisher will produce the best surface finish. Slipform pavers are equipped with extrusion plates to form and finish the concrete. Slipform pavers are equipped with spray bars to add water as an aid to finishing. The inspector should insist that water added be kept to a minimum. It should not be added continually, but only occasionally when a minor delay has occurred, or for other similar reasons. It is better to use a slightly higher slump initially than to continually add water to the pavement surface.<br />
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If a pan float, or other mechanical float, is used behind the slipform paver or the finishing machine, it should leave the concrete surface in a substantially finished condition.<br />
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Some slipform paving machines are equipped with transverse screeds for additional floating. Tears or open areas indicate improper screed adjustments, inadequate vibration or perhaps a harsh mix. Attempts to correct the equipment should be made before changing the mix.<br />
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The edge condition should be noted immediately behind the slipform paver. Check for edge slump with the 5 foot (1.5 m) straightedge. The edgers on the paver should be adjusted to minimize edge slump. When the concrete leaves the trailing edge of the edgers, it should slump down and out to the proper width and elevation. For this reason, it is essential to maintain a uniform slump from load to load.<br />
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Check the pavement behind the paver or finisher to verify the proper width, crown and/or slope.<br />
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After machine finishing, the slab surface should be checked by the Contractor=s finisher using a 10 foot (3 m) straightedge and the 5 foot (1.5 m) lap method of straightedging. Any high or low areas indicated by the straightedges are to be corrected. The areas needing correction may be hand floated, if necessary, to seal the surface. On slipform paving, the finisher should stop the straightedge about 4 to 6 inches (100 to 150 mm) from the edge to keep from slumping the edge with the added weight of the straightedge.<br />
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====[[#Concrete Pavement, Unbonded Overlay|Concrete Pavement, Unbonded Overlay]]====<br />
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This item is used for a situation when existing concrete pavement are to be overlaid with a new concrete surface. The existing concrete typically undergoes Hot Mix Asphalt (HMA) or concrete joint repairs and is then overlaid with a HMA bond breaker layer before the new concrete surface is paved. .<br />
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Concrete Pavement, Unbonded Overlay is typically paid for by volume in cubic yards. The inspector will determine the volume of concrete used each day, based on the number of batches used for pavement and shoulders, and the nominal volume of concrete per batch. This amount will be documented by the batch ticket printouts. This item shall include all materials, labor, and equipment necessary to furnish and place the concrete mixture. Periodic wet depth checks shall be taken throughout the day to verify the pavement thickness and confirm the volume of concrete placed. Using the wet depth checks, the pavement width, and length of the day’s production, a volume of concrete placed can be computed. This volume can then be compared to the volume from the total day’s production on the Contractor’s batch tickets.<br />
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Random unscheduled daily yield checks on the volume produced by the batch plant should be performed to verify the amount of concrete produced per batch. This volumetric yield check can then be applied to all batches leaving the plant and compared to the computed total volume placed during the day’s production. The yield check should provide a simple verification of the batch ticket volume printed by the batch plant. This procedure should be part of the Contractor’s quality control plan and periodically verified through MDOT quality assurance testing where appropriate. This method of checking the volume of concrete can be used wherever concrete is being paid for by volume.<br />
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====[[#Concrete Pavement, Miscellaneous, Non-Reinforced Unbonded Overlay|Concrete Pavement, Miscellaneous, Non-Reinforced Unbonded Overlay]]====<br />
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This pay item shall be used for ramp reconstruction, ramp overlay, gore areas and approach areas. The quantity for miscellaneous pavement associated with overlay projects will be measured and paid for as described in the section for Concrete Pavement, Unbonded Overlay. <br />
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====[[#Grade Control|Grade Control]]====<br />
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Grade control is critical when paving a concrete overlay. Overruns can be controlled by monitoring the grade of the surface the overlay is to be placed on prior to paving the bond breaker layer and the overlay. Recorded string line depth checks on the grade control prior to paving the overlay are important to monitor the volume of concrete to be placed and keep it close to the actual plan quantity.<br />
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Grade control is again the critical item for controlling Contractor material quantities, and final profiles when paving miscellaneous concrete. Smaller miscellaneous areas are typically formed prior to paving miscellaneous concrete. The forms can benefit the grade control process. However, matching the grades in approaches, and ramp gore areas can lead to pavements that do not drain properly or have a safe profile for the public. If not included in the plans, a set of detail grades should be computed and plotted prior to the beginning of the project to attempt to alleviate grade problems. The detail grades should be computed from the plan profiles for the adjacent pavement. After the detail grades are computed, they should be plotted to determine the proposed gore/approach cross sections prior to beginning the project. If the detail grades are determined prior to any paving, with the approval of the Engineer, the inspector can typically adjust the mainline and/or ramp grades to allow for a safe gore and approach pavement.<br />
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Conventional edgers should be used to round the top corner. It should be left with a radius not exceeding 1/4 inch (6 mm). Edge slump should be rechecked with the 5 foot (1.5 m) straightedge behind all finishing operations. Any edge slump exceeding 3/8 inch (9 mm) should be corrected before the concrete sets. If continuing slumps of up to 1/4 inch (6 mm) occur, the Contractor should adjust the edgers on the trailing end of the side forms to eliminate the slump.<br />
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====[[#Expansion Joint Filler|Expansion Joint Filler]]====<br />
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During final finishing operations. The previously removed 4 inch (100 mm) end section of the expansion filler material should be replaced and the concrete consolidated around the joint filler. The expansion joint filler location should also be marked for sawing at a later date. The best method of doing this is by working from a bridge spanning the pavement. The expansion filler top is exposed in about five locations across a 24 foot (7.2 m) pavement by using a small trowel to remove the concrete. A small block is then placed on top of the expansion filler. The block should extend to the surface and be held in place by nails extending into the filler. Later the joint is sawed out from block to block (Figure 602 7).<br />
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====[[#Concrete Texturing|Concrete Texturing]]====<br />
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Following floating, the surface is to be textured longitudinally with a burlap drag. Even though the final texturing will be by metal tines, it is important that the slab be properly textured initially with burlap to give the surface a slightly roughened, gritty texture. <br />
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Usually 36 to 60 inches (900 to 1500 mm) of burlap should be in contact with the pavement surface. Two layers of burlap may be required to impart a gritty surface. The burlap should be cleaned of built-up mortar daily and replaced when it is no longer effective. It should be kept moist to avoid removing water from the concrete surface. <br />
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When slipform paving, it is better not to have the burlap drag extend over the edges, as it may cause the concrete to slump, or tear the edges. <br />
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When completing the metal tining, texturing operations shall not delay curing. Timely application of curing compound is critical to the final strength and durability of the concrete pavement. Application of the curing compound must take precedence over texturing the surface with the metal tines. If texturing has to be delayed, it will follow at a later date when the concrete has attained 28 days design compressive strength. In this case, the Contractor shall submit a plan for the Engineer’s approval for texturing the pavement after the concrete has reached the strength required to support the equipment. This work shall be at the Contractor’s expense.<br />
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The last 4 inches (100 mm), can be hand dragged by the finishers doing the edging.<br />
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A strip of artificial grass mat may be used in place of burlap. After burlapping, the surface is to be grooved transversely or longitudinally with a wire tine comb. Either machine or hand methods may be used. The tine grooves should be 1/8 to 1/4 inch (3 to 6 mm) deep, 1/8 inch (3 mm) wide, on about 1/2 inch (13 mm) centers for Transverse tinning and 1/8inch to 1/4inch deep, 1/8 inch wide and 3/4 inch on centers for longitudinal tinning. Tine marks should not be overlapped. Overlapping decreases the spacing, which results in breakage. The grooves should be one continuous pass across the entire pavement surface.<br />
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====[[#Tining Device|Tining Device]]====<br />
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The tining device must be a tracked machine accurately adjusted to the crown and the pavement slope to ensure uniform contact between the tines and the pavement. It must also be adjusted to lift off the pavement just as the tine head reaches the edge to avoid breaking down the edges when slipform paving. Check the tining periodically to see that the operator is obtaining a uniform surface, with groove depths from 1/8 to 1/4 inch (3 mm to 6 mm). Following tining, the Contractor is to stencil the pavement 12 inches (300 mm) from the edge of the pavement so the numbers can be read in the direction of traffic.<br />
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See spec book for mean texture depth requirements per ASTM E965<br />
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====[[#Membrane Curing|Membrane Curing]]====<br />
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Membrane curing compound is to be applied as soon as the free water has left the surface. Often the same machine is used for tining, curing and applying the compound. Usually this is as soon as tining is complete. However, texturing shall not delay the curing compound application. If it becomes necessary to apply the curing compound prior to texturing, the texturing must be completed after the concrete has obtained its 28 day design compressive strength.<br />
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Make sure the curing compound has been mixed according to the manufacturer’s recommendation before the compound is transferred from the drums to the tank on the curing machine.<br />
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It should be constantly re-circulated or stirred during application.<br />
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Insist on a uniform application of each of the two coats for textured surfaces. One coat is required for non-textured surfaces. Coverage is 1 gallon per 25 square yards (1 liter per 5 m2) for each coat.<br />
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The important point is to get enough material on the exposed surface to completely seal the tops, bottoms and sides of the grooves with an unbroken membrane. Timely coverage is critical to the final strength and durability of the concrete.<br />
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The slab edges should be spray cured promptly if the forms are removed before the desired strength is met.<br />
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Depending on the wind, sometimes the curing compound may have to be applied in two different directions to get proper coverage.<br />
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====[[#Header Joints|Header Joints]]====<br />
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Night header joints should receive the inspector’s attention, as they are often the location of bumps in the finished pavement.<br />
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Paving is normally suspended on a transverse contraction or expansion joint.<br />
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An adjustable header board is staked in place in the center of the load transfer device assembly.<br />
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The header top should be left at least 1/2 inch (12 mm) below the pavement surface and the finishing equipment passed over the header.<br />
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[[File:Fig 602-07.png|600px|framed|center|Figure 602-7 Transverse Expansion Joints]]<br />
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The area adjacent to the header must be filled with fresh concrete.<br />
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Do not permit partially hardened concrete, or laitance, carried in the vibratory box to be used in this area.<br />
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Just before the finishing equipment passes over the header, the concrete adjacent to the header should be vibrated with a hand held vibrator.<br />
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It is a good idea to spread burlap or plastic over the projecting ends of the dowels to facilitate cleanup of excess concrete.<br />
Since the header board may not match the crown of the pavement, it is a good idea to insert pieces of 1/4 inch (6 mm) Masonite behind the header board to be adjusted to the exact elevation of the finished pavement after the finishing equipment has passed over the header joint (Figure 602-8).<br />
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The finishers will now be able to straightedge the pavement up to and across the header. When slipform paving, the last 10 feet (3 m) or so of the longitudinal bulkhead joint adjacent to the header should be formed to prevent the slab from becoming over width. This over width will cause spalling of the edge when the paver is backed to the header.<br />
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A run off header is also acceptable and is commonly referred to as a plastic tube header. See standard plan R-39-I for detail. A run off header is a plastic tube basket header that's pinned to the grade, concrete is placed and vibrated through it and beyond by at least 5 feet. Once the concrete has hardened, the joint is sawn in half, full depth, and removed. Smooth dowel bars are installed in the plastic tubes and paving resumes.<br />
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Leaving the header is also an operation that needs close attention. The header board should be removed carefully to avoid damage to the green concrete.<br />
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After the concrete is placed, the header should be thoroughly vibrated to eliminate voids. As the slipform paver or finishing machine starts forward, there is a tendency for the concrete to cling to the screeds and the float pans, leaving the surface low in these areas. It is important that the Contractor straightedge this area carefully. Stretch a string line parallel to the centerline from 10 feet (3 m) behind the header to 30 feet (9 m) in front to check the header for the need of corrective work while the concrete is plastic.<br />
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Date and stationing should be stenciled in the concrete by the Contractor, on the night and morning sides of the header.<br />
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<center>'''Stopping at night header'''</center><br />
<center>'''Paver going over header with enough fresh'''</center><br />
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<center>'''concrete to go past header board.'''</center><br />
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[[File:Fig 602-08.png|600px|framed|center|Figure 602-8 Header Board Placement]]<br />
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===[[#INSPECTION DURING AND FOLLOWING CONCRETE PLACEMENT|INSPECTION DURING AND FOLLOWING CONCRETE PLACEMENT]]===<br />
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Inspect the previous day’s pavement for uniformity of texturing and curing. Have areas been missed, or textured too shallow or too deep? Are there thin spots or streaks in the curing membrane? Has the edge of the slab been completely coated with curing compound? Check for any honeycomb in the edge and have it patched.<br />
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At this time, the relief sawing of the transverse joints should be complete or in progress. Look for any random cracks that would indicate sawing was not completed in a timely manner. Also, look at the relief saw cuts for excessive raveling, indicating they were sawed too soon. Check for correct depth of the saw cuts.<br />
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When sawing of the joints to final width begins, the inspector should check on the width and the depth (Standard Plan R-39 Series). Location of saw cuts for contraction joints should be over the center of the assembly. It is important that the expansion joint saw cuts be made exactly over the expansion felt. This is accomplished by sawing from block to block as explained under Finishing the Concrete. <br />
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The centerline longitudinal joint will be sawed within 24 hours, but not until the concrete has hardened sufficiently that no raveling or spalling occurs. All traffic must be kept off the pavement until the longitudinal joint has been sawed. Since the upper 1 inch (25 mm) of the longitudinal joint must be sawed a minimum of 1/4 inch (5 mm) wide, and the lower one-third need only be 1/8 inch (3 mm) wide, the Contractor will often use two saws operating in tandem. (Standard Plan R-41 Series).<br />
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Transverse joints will be sealed with hot poured rubber.<br />
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====[[#Hot and Cold Weather|Hot and Cold Weather]]====<br />
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During hot weather, additional precautions must be taken to obtain high quality pavement. Concrete placement is prohibited when the concrete temperature exceeds 90°F (32°C). Even with concrete temperature at 80°F (27°C), it may be difficult for the final finishing and texturing to be completed before the concrete hardens. Under these conditions, there is a strong desire by the Contractor’s finishers to add water to the pavement surface to lubricate their floats and straightedges. Any water added is to be in the form of mist from a fog sprayer. This limits the amount of water added and minimizes dilution of the cement paste on the concrete surface.<br />
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For hot weather conditions, the inspector can refer to Table 706-1 of the Standard Specifications for Construction. This table gives evaporation rates for conditions for paving concrete based on air temperature, concrete temperature, relative humidity, and wind velocity. If the evaporation rate exceeds 0.15 lbs/ft2/hr from the table, then the Contractor should not pave. In any combination of weather conditions, the Contractor must be able to ensure to the Department that they can prevent premature drying of the pavement surface during the paving process.<br />
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In extreme weather conditions, timely application of the curing compound is not always the complete solution to preventing premature drying of the pavement surface. Extreme weather conditions can require additional steps to aid in the prevention of premature surface drying and other adverse effects caused by hot weather. Continuous, constant temperature moist curing, covering the entire surface of the pavement with continuously wet burlap, and reducing the concrete mix temperature (cement, aggregate and/or water temperature) are examples of other options for helping reduce the impact of hot weather on concrete pavement. With the exception of continuous moist curing, the curing compound should still be applied when using these options for paving in hot weather. The Contractor’s Quality Control Plan must be reviewed before paving begins. The Quality Control Plan must contain adequate detail regarding the plan for properly curing the concrete in accordance with MDOT and American. <br />
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Protection from cold weather is the Contractor’s responsibility. Although concrete will withstand below freezing temperature due to heat of hydration, it is considered good practice to provide a protective covering of insulated blankets or straw when freezing temperatures are anticipated. When cold weather is anticipated, the pavement should be covered as soon as possible. However, the pavement must be able to support the weight of the insulating blankets or straw without damaging the surface.<br />
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If the Contractor neglects to cover the pavement in a timely manner, and the temperatures drop below freezing during the curing period, the inspector should note the areas involved and notify the Engineer. Arrangements can be made to take special cores from the area in question to determine whether or not the concrete has been damaged.<br />
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====[[#Rain Damage|Rain Damage]]====<br />
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Protection from damage by rain is the Contractor’s responsibility and the inspector should avoid giving the Contractor any instructions as to covering the concrete, or other protective measures. If the Contractor is unable to texture the pavement, or the texture is washed away, they will be required to groove the hardened concrete.<br />
<br />
If serious rain damage occurs, such as breaking down of slipformed edges or erosion of the surface by water running off the pavement, repairs should be made as soon as the rain stops. Water on the surface should be carefully removed with straightedges to avoid working the water into the concrete. Fresh concrete should then be added and the surface refinished.<br />
<br />
If the rain has damaged the curing membrane, this should be corrected by respraying the area after the rain has stopped.<br />
<br />
====[[#Miscellaneous Paving|Miscellaneous Paving]]====<br />
<br />
In addition to the main paving operation, most projects will involve some miscellaneous paving. This might be semi-production work on service roads or ramps. Other times it will involve strictly hand work at street intersections.<br />
<br />
The quantity of paving involved will dictate the type of equipment to be used. As with production pavement, the inspector should ensure that methods and equipment proposed will ensure quality work.<br />
<br />
Trimming the base will usually be a combination of a road grader and hand methods.<br />
<br />
Forms are used for hand work. Radii of less than 150 feet (45 m) will require flexible forms.<br />
<br />
Concrete may be placed without a spreader providing it can be placed without segregation. <br />
<br />
All areas along forms and joints will be consolidated with a vibrator. The vibrator will be inserted vertically into the concrete to ensure complete consolidation and will not be used to move the concrete.<br />
<br />
Screeding of the surface will usually be by a form-riding finishing machine or a hand-pulled vibrating strike off. Sometimes roller screeds or lightweight slipform pavers are used.<br />
<br />
Straightedging gaps and other areas subject to high-speed traffic is important. A string line check of these areas is also helpful.<br />
<br />
Burlapping, tine texturing and curing will normally be done with hand held equipment. Make sure tining is done in one continuous pass from edge to edge. Do not permit tining each way from centerline, as a poor appearance will result.<br />
<br />
Applying the curing compound will be done from a bridge or by using a boom so uniform coverage can be obtained.<br />
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<br />
====[[#Concrete Shoulders|Concrete Shoulders]]====<br />
<br />
When concrete shoulders are called for on the plans, they will be constructed according to the current specifications and Standard Plan R-112 Series.<br />
<br />
Preparation of the grade is similar to that required for pavement; shaped to the required line, grade and cross section and compacted to the required specific density. The edge of the pavement should be cleaned of any dirt or other foreign material. Shoulders adjacent to pavement will require lane ties to keep the shoulder from separating from the pavement.<br />
<br />
Expansion joint filler is placed in line with opposite expansion joints in the pavement as per Standard Plan R-42 Series. Load transfer devices are omitted from concrete shoulders.<br />
<br />
Just before concrete is placed, the edge of pavement and the entire base should be dampened.<br />
<br />
See the Standard Plan R-45 Series <br />
<br />
Concrete is usually placed on the grade directly from hauling units. Normally a modified slipform paver will be used to strike off, consolidate and finish the shoulder concrete.<br />
<br />
Immediately behind the machine in the finishing operation, check the surface for proper slope or crown.<br />
<br />
Edges will be inspected for slump, thickness and to ensure that they are all free from contamination by base material.<br />
<br />
Floating will be done only as necessary to close the surface.<br />
<br />
Relief cuts must be sawed to the proper depth to control cracking. After curing, the joints are to be sawed to the final width and depth and sealed with the same seal as used in the pavement.<br />
<br />
Rumble strips will be placed according to the standard plan. <br />
<br />
Texturing is done with a burlap drag or a stiff broom.<br />
<br />
The surface and outside edge should be coated with white membrane curing compound at a rate of 1 gallon per 25 square yards (1 liter per 5 m2).<br />
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<br />
====[[#Base Course Paving|Base Course Paving]]====<br />
<br />
Another type of miscellaneous paving is concrete base course. This is usually a widening placed adjacent to an existing pavement which is in need of resurfacing.<br />
<br />
General construction methods are similar to those described above for concrete pavement. A few important differences are mentioned here.<br />
<br />
The edge of the existing pavement may be in poor condition. Check the plans to determine if any corrective work is required on this edge before casting concrete against it.<br />
<br />
Base course mat are non-reinforced. Plane-of-weakness joints may be either formed or sawed. No joint seals are required. No load transfer assemblies are used in base course. Review the Standard Plan R-42 Series for joint layout and header joints in non-reinforced base course.<br />
<br />
Straightedge tolerance is more liberal, 3/8 inch in 10 feet (9 mm in 3 m). Texturing is done by burlap drag. The surface should not be tined, as it will be difficult to clean before placing the overlay.<br />
<br />
Cure with a transparent compound instead of white. Only one application is required at the rate of 1 gallon per 25 square yards (1 liter per 5 m2) of surface.<br />
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<br />
===[[#OPENING TO TRAFFIC|OPENING TO TRAFFIC]]===<br />
<br />
Often the Contractor will want to use the new pavement as a haul road for his batch trucks at the earliest possible time, or he may want to place a wheel or track on new pavement edge to pave the adjacent lane. Other times it will be important to open an intersection or drive to traffic as soon as possible.<br />
<br />
The inspector and Contractor should try to anticipate the need for early openings and arrange to make an extra set of beams when the concrete in question is being cast. These beams should be cured under environmental conditions similar to the pavement being cast.<br />
<br />
The follow the Table 104.1 in from [http://mdotcf.state.mi.us/public/specbook/files/2012/104%20Control%20of%20Work.pdf Section 104] of the Standard Specifications for Construction, to determine when equipment may be allowed on the pavement.<br />
<br />
No load is to be permitted on the pavement until the centerline joint is sawed, the contraction joints relief cut, the expansion joints sawed out to full width and temporary or permanent seals installed. Curing is to be continued until a flexural strength of 550 psi (3.8 MPa) has been obtained.<br />
<br />
When job control beams are not available, the curing surface treatment film will not be broken by Contractor’s equipment or other traffic until the concrete has attained 70 percent of the anticipated minimum strength as determined from the following table.<br />
<br />
[[File:Table 602 % increase strength.png|600px|framed|center]]<br />
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<br />
===[[#STREET INSPECTOR’s REPORT|STREET INSPECTOR’s REPORT]]===<br />
<br />
Inspector’s Report of Concrete Placed, [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1174R.pdf Form 1174R], is the primary report required of the paving inspector. It should be prepared for each day that pavement is cast. In addition to the original copy to the Engineer and a copy to the Construction Services Section, the inspector should retain a copy.<br />
<br />
Any unusual happenings should be noted in the remarks section of the report. Often this is most important when a problem develops and the circumstances surrounding the problem are being reconstructed later. Any material accepted on the basis of visual inspection should be noted in the remarks. The back of the form should be used for sketches, when necessary, to describe any irregular areas.<br />
<br />
In addition to the daily report, the field book prepared before the project started can be used to note additional information concerning the paving operation. Depending on the type of project, it may be necessary for the street inspector to complete an Inspector’s Daily Report, [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1122B.pdf Form 1122B] documenting traffic control, equipment used or other work activities in progress.<br />
<br />
Reports and documentation requirements should be reviewed with the Engineer before paving starts.<br />
<br />
Keep in mind that some quantities must be documented at the time of placement while others can be checked later. An example of the former is areas where high-strength concrete is used and is to be paid for.<br />
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<br />
===[[#PAVEMENT CORING|PAVEMENT CORING]]===<br />
<br />
To determine pavement, shoulder and base course thickness , cores shall be taken from the pavement before its final acceptance to determine the thickness of the pavement according to [http://www.michigan.gov/documents/mdot_MTM_CombinedManual_83501_7.pdf MTM 201]. Refer to [http://mdotcf.state.mi.us/public/specbook/files/2012/602%20Conc%20Pavt%20Construction.pdf subsection 602.04] of the Standard Specifications for Construction and the following flow chart (see Figure 602-9) for this determination.<br />
<br />
[[file:602.09-1.jpg|center|thumb|500px|Figure 602-9 - Pavement Coring for Acceptance Flow Chart]]<br />
<br />
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<br />
===[[#INSPECTOR’S CHECKLIST|INSPECTOR’S CHECKLIST]]===<br />
<br />
====[[#Transporting Central Mixed Concrete|Transporting Central Mixed Concrete]]====<br />
<br />
* Determine that elapsed time is within specification limits for temperature and type of hauling unit.<br />
* Hauling units should be mortar tight.<br />
* Trucks should be washed out as necessary to prevent buildup of hardened concrete.<br />
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<br />
====[[#Job Site Quality Assurance|Job Site Quality Assurance]]====<br />
<br />
* All testing equipment on the job before start of concrete operations: air meters, slump cone and related tools and concrete thermometer.<br />
* Perform test according to [http://mdotcf.state.mi.us/public/dessssp/spss_source/12SP604(B)v3.pdf Special Provision 604B].<br />
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<br />
====[[#Slipform Paving|Slipform Paving]]====<br />
<br />
* Grade, including track line, will be trimmed and booked and a permit to place concrete will be issued before concrete can be placed <br />
* Any disturbed area to be recompacted to the specified density.<br />
* Sight along stringline for sags, adequate supports and general condition. On tight radius ramps, stringline stakes may be required at 10 to 13 foot (3 m to 4 m) spacing.<br />
* Depth checks on base to be taken after trimming as required.<br />
* Use stringline to check for proper crown or cross slope from grade stakes to top of aggregate base and record on [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1145.pdf Form 1145]. Inform Contractor or his representative on the job site of grade checks. Issue permit to place for placing load transfer devices as directed.<br />
* Load transfer assemblies should be observed for coating and to make sure they are at right angles to the stringline, parallel to grade and properly spaced and pinned. Check the free end of the expansion dowel for proper space between cap and end of dowel.<br />
* Base shall be moist at time of placing concrete.<br />
* Spreader and pave must have proper crown setting.<br />
* Operator of spreader must use care to avoid moving dowel bar assembly from pinned position. Equal amounts of concrete must be placed on each side of the expansion joints to avoid moving.<br />
* Operation of spray cure machine to be verified before paving starts.<br />
* Concrete spread to cover entire base <br />
* Observe operation of lane tie bar installer. Inserted ties to be spaced as indicated in the Standard PlansR-41.keep inserted ties out of the load transfer assembly area. Have a field pull out test made after the first day’s pour.<br />
* Paveing operation should ibrate concrete full width and depth of pour. Observe vibrators frequently to see that they are all operative.Contractor should have some means of observing vibration <br />
* Observe wet crown checks taken from the Contractor throughout the day.<br />
* Measure spacing depth of lane tie bars behind the paver. .<br />
* To get a smooth surface the surcharge of concrete ahead of the pave should not overload the paver and should be uniform across the grade.<br />
* Pavement is to be checked by Contractor with 10 foot (3 m) straightedge behind paver. Look especially for dips at baskets.<br />
* Edge slump should be checked frequently behind paver and again behind the texturing equipment with a 5 foot (1.5 m) straightedge.<br />
* Machine finishing and floating should leave a minimum of hand finishing. . Floats and straightedge must not be pulled over edge of slab, as edges will slump.<br />
* Pavement is to be edged to remove any overhanging projections of concrete. Edging should be delayed as necessary to minimize edge slumping.<br />
* Pavement surfaces to be dragged longitudinally with burlap and tined according to spec..<br />
* Observe Contractor stenciling the station numbers at the correct location and direction.<br />
* White pigmented compound is required for curing concrete pavement, curb and gutter and sidewalk. Transparent or clear compound is required for curing concrete base course at the specified rate.<br />
* Mechanical agitation of curing compound is required.<br />
* For tined surfaces, curing compounds shall be applied in two applications, each at the specified rate. Check for proper yield and record.<br />
* Curing compound shall be applied as received. No thinning is allowed.<br />
* Enough pavement should be checked the following morning to determine the quality of workmanship. Advise the Contractor of all deficiencies. Record all findings. Mark areas for review by the Engineer.<br />
* Where adjacent pavement lanes are constructed in separate pours, keep equipment from operating on the recently placed pavement until the pavement has attained adequate strength, as determined by test beams and table in specifications.<br />
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<br />
====[[#Form Paving|Form Paving]]====<br />
<br />
Review the items for form paving. In addition, the following should be checked.<br />
<br />
* Forms are to be measured for proper height. Forms to be a minimum of 10 foot (3 m) long. Base width equal to or greater than the thickness of the pavement.<br />
* Condition of forms checked with 10 foot (3 m) straightedge before project starts and daily as project is paved. Forms that do not meet specifications are to be rejected.<br />
* Stringline required to establish form grade shall be sufficiently taut to eliminate sag.<br />
* Forms to be set directly on trimmed base or on base trimmed with form grader.<br />
* Three pins of adequate length used in each form. Each form to lock to adjacent form.<br />
* If forms are set on disturbed base, material under forms shall be tamped on both inside and outside of form.<br />
* Top of form shall be free of mortar prior to setting.<br />
* Forms to be oiled before each use.<br />
* Sufficient forms shall be in place ahead of the paver so they may be checked for line and grade in advance of placing concrete. The minimum length of forms in place shall be equal to the anticipated length of pavement to be placed in 2 hours.<br />
* Surplus base material left inside of forms is to be removed.<br />
* Depth to base from stringline at top of forms measured and recorded.<br />
* Vibratory strike board or roller screed shall be used on hand work.<br />
* Screeds on finishing machine and/or spreader finisher adjusted to proper crown.<br />
* Proper quantity of concrete being carried ahead of each screed.<br />
* A Vibrator must be used thoughout the entire pour. <br />
* Observe operator of finishing machine. Care should be taken to avoid moving the premolded fiber filler in the expansion joints from the vertical position.<br />
* After form removal, inspect edges of pavement for honeycomb.<br />
<br />
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<br />
====[[#Sawing and Sealing Joints/Longitudinal Joints|Sawing and Sealing Joints/Longitudinal Joints]]====<br />
<br />
* The longitudinal joint shall be sawed within 24 hours.<br />
* Saw is to be equipped with guide to maintain alignment.<br />
* Check size of saw cut 1/8 inch (3 mm) x( 1/3 the pavement depth). Top 1 inch (25 mm) must be 1/4 inch (6 mm) wide for seal,refer to standard plan R-41.<br />
* Bulkhead joints must be sawed and sealed with hot pour sealant.<br />
* Joint faces should be cleaned by sandblasting or other approved method and blown clean before sealing with hot poured sealant.<br />
* Joint should be completely filled, but not overfilled.<br />
<br />
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<br />
====[[#Transverse Joints|Transverse Joints]]====<br />
<br />
* A standby concrete saw is required for relief cuts.<br />
* Two-stage sawing is required, except for slag aggregate. First stage is to be completed as soon as possible without raveling. See Standard Plan R-39 Series.<br />
* Second stage sawing is to be done after the concrete has gained at least 30 percent of its strength. Centered over relief cut (see plans and Standard Plan R-39 Series for sizes of joint groove for type of seal being used).<br />
* Temporary or permanent seals must be installed in expansion joints before construction traffic uses pavement. Construction traffic may run over contraction joints after relief sawing, and when the concrete has met minimum strength requirements.<br />
* Clean joint with oil-free compressed air before sealing. Inspect for stones or other foreign material.<br />
<br />
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<br />
==[[#MEASUREMENT AND PAYMENT|MEASUREMENT AND PAYMENT]]==<br />
<br />
<br />
<span style="color: red"> -Reserved- </span><br />
<br />
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<br />
[[Category:Construction Manual]]</div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:CMU_602_Load_Tranfer_Assembly_Inspections_Presentation.pdf&diff=5628File:CMU 602 Load Tranfer Assembly Inspections Presentation.pdf2019-09-18T13:55:54Z<p>McGowanR: </p>
<hr />
<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=File:CMU_602_Load_Tranfer_Assembly_Inspections_Presentation.pptx&diff=5627File:CMU 602 Load Tranfer Assembly Inspections Presentation.pptx2019-09-18T13:31:50Z<p>McGowanR: </p>
<hr />
<div></div>McGowanRhttps://mdotwiki.state.mi.us/construction/index.php?title=Main_Page&diff=5614Main Page2019-07-31T21:13:18Z<p>McGowanR: Update to indicate recent changes captured in the July revision of the Documentation Guide. Changes in this revision of the document related to density requirements along with requirements related to the "e-Final Project Review Procedures"</p>
<hr />
<div>[http://www.michigan.gov/mdot www.michigan.gov/mdot]<br />
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<center><span STYLE="font: 25pt arial;">'''CONSTRUCTION MANUAL'''</span></center><br />
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<center><span STYLE="font: 20pt arial;">'''Bureau of Field Services'''</span></center><br />
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<center><span style="float: right;">[[File:DI-06801-092.jpg|450px|thumb|right|Box culvert construction on M-10 in Clare County.]]</span></center><br />
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=[[#MDOT Mission Statement|MDOT Mission Statement]]=<br />
Providing the highest quality integrated transportation services for economic benefit and improved quality of life.<br />
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=[[Current News|<font color="red">Current News</font>]]=<br />
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==[[#Documentation Guide|Documentation Guide]]==<br />
The NEW Documentation Guide is now available to replace the former "Minimum Documentation Guide" content (Updated July 2019). A link to the new "Documentation Guide" has been established in the Side Bar to the left. It can also be accessed by clicking on the thumbnail below.<br />
<br />
[[File:Documentation Guide Final Draft 07-29-19.pdf|thumb|center|200px|link=//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf]]<br />
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{{top}}<br />
<br />
==[[#Recent Major Changes|Recent Major Changes]]==<br />
The table below is a list of Major changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:orange; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>7/31/2019</center>||<center>Main Page</center>||<center>Main Page</center>||July update to the Documentation Guide which includes corrections related to density requirements. It also includes updated language related to the [//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf#page=3 "e-Final Project Review Procedures"]||[//{{SERVERNAME}}/images_construction/6/6a/Documentation_Guide_Final_Draft_07-29-19.pdf View Here]<br />
|-<br />
|<center>6/26/2019</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Updated: Final Project Review Procedures to the new [[109.07_Final_Inspection,_Acceptance,_and_Final_Payment#e-Final_Project_Review_Procedures|"e-Final Project Review Procedures"]]||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection%2C_Acceptance%2C_and_Final_Payment&diff=5578&oldid=5538 Compare It]<br />
|-<br />
|<center>5/28/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Boilerplate_Progress_Clause|102.02]]</center>||Updated to Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5567&oldid=5553 Compare It]<br />
|-<br />
|<center>4/9/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|103.02]]</center>||Updates and clarifications related to [[103.02_Contract_Revisions#Detailed_Contract_Modification_Information|Detailed Contract Modification Information]] area as well as the [[103.02_Contract_Revisions#Design_Issues.2FPremium_Costs|Design Issue/Premium Costs]] area related to Contract Revisions||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5534&oldid=5521 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[103.02_Contract_Revisions#Local_Agency_Projects|103.02]]</center>||[https://www.michigan.gov/documents/mdot_federal_Guidelines_99105_7.pdf Provided link to current Local Agency Programs Section Federal Guidelines]||[http://mdotwiki.state.mi.us/construction/index.php?title=103.02_Contract_Revisions&diff=5521&oldid=5256 Compare It]<br />
|-<br />
|<center>3/19/2019</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||[http://mdotwiki.state.mi.us/construction/index.php/File:LOCAL_AGENCY_Boilerplate_Preconstruction_Meeting_Minutes_-_March_2019.docx Preconstruction Meeting Minutes Boilerplate - Local Agency]||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5519&oldid=5406 Compare It]<br />
|-<br />
|<center>3/6/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal#Construction_Time_Estimates_-_Production_Rates|102.02]]</center>||Removed old production rate information and replaced with [http://mdotwiki.state.mi.us/construction/index.php/File:MDOT_Production_Rates_.xlsx new .xlsx file containing updated production rate information]||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5510&oldid=5439 Compare It]<br />
|-<br />
|<center>2/28/2019</center>||<center>Main Page</center>||<center>Main Page</center>||New Documentation Guide is now available to replace former "Minimum Documentation Guide" content. Link to the "Documentation Guide" also established in Side Bar to the left. ||[//{{SERVERNAME}}/images_construction/0/0d/Documentation_Guide_Final_Draft_02-25-19.pdf View Here]<br />
|-<br />
|<center>1/10/2019</center>||<center>1</center>||<center>[[104.10_Contractor_Claim_for_Extra_Compensation_or_Time_Extension|104.10]]</center>||Updated Contractor Claims Procedure for 2019||[http://mdotwiki.state.mi.us/construction/index.php?title=File:MDOT_Construction_Contractor_Claims_Procedure_January_2019.pdf&page=1 View Here]<br />
|-<br />
|<center>12/12/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal|102.02]]</center>||Updated Boilerplate Progress Clause Template||[http://mdotwiki.state.mi.us/construction/index.php/File:Boilerplate_Progress_Clause_Template_12-12-18.docx View Here]<br />
|-<br />
|<center>11/7/2018</center>||<center>1</center>||<center>[[Preconstruction_Meeting|102]]</center>||Preconstruction Meeting Minutes Boilerplate - Trunkline||[http://mdotwiki.state.mi.us/construction/index.php?title=Preconstruction_Meeting&diff=5406&oldid=5265 Compare It]<br />
|-<br />
|<center>10/26/2018</center>||<center>8</center>||<center>[[811_-_Permanent_Pavement_Markings|811]]</center>||Updated Paint pricing for 2018||[http://mdotwiki.state.mi.us/construction/index.php/811_-_Permanent_Pavement_Markings#UNIFORM_PRICE_ADJUSTMENT.2C_REGULAR_DRY_PAINT_AND_LOW_TEMPERATURE_WATERBORNE_PAINT View Updated Table Here]<br />
|-<br />
|<center>9/13/2018</center>||<center>1</center>||<center>[[Materials_Quality_Assurance_Procedures_Manual|Materials Quality Assurance Procedures Manual]]</center>||2018 Summary of Revisions to the manual||[http://mdotwiki.state.mi.us/construction/index.php?title=Materials_Quality_Assurance_Procedures_Manual&diff=5394&oldid=5025 Compare It]<br />
|-<br />
|<center>6/4/2018</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102]]</center>||Provided New Table for "Typical Long Lead Time Items" along with updating to the latest "Boilerplate Progress Clause Template 5-30-15"||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5353&oldid=5201 Compare It]<br />
|-<br />
|<center>4/26/2018</center>||<center>1</center>||<center>[[109.07_Final_Inspection,_Acceptance,_and_Final_Payment|109]]</center>||Update to Purpose of Review.||[http://mdotwiki.state.mi.us/construction/index.php?title=109.07_Final_Inspection,_Acceptance,_and_Final_Payment&diff=5280&oldid=4987 Compare It]<br />
|}<br />
</div><br />
A definition to the types of changes that you might see in the Construction Manual can be found under [[Content_Revision_Procedures#Types_of_Changes|Content Revision Procedures, Types of Changes]].<br />
<br />
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<br />
==[[#Recent Minor Changes|Recent Minor Changes]]==<br />
The table below is a list of Minor changes. <br />
<div style="overflow:auto; height:200px; width:700px"><br />
{| class="wikitable" style="background:yellow; color:black"<br />
|-<br />
!Updated!! Division !! Section !! Summary !! What Changed<br />
|-<br />
|<center>7/11/2019</center>||<center>2</center>||<center>[[208_-_Soil_Erosion_and_Sedimentation_Control_(NPDES)|208]]</center>||Added 2 flowcharts for Notice of Coverage (NOC) and Notice of Termination (NOT) in section 208 between “Notification” and “Training”. Also updated language to reflect recent name change of the "Michigan Department of Environmental Quality (MDEQ)" to the "Michigan Department of Environment, Great Lakes, and Energy (EGLE)"||[http://mdotwiki.state.mi.us/construction/index.php?title=208_-_Soil_Erosion_and_Sedimentation_Control_%28NPDES%29&diff=5586&oldid=5241 Compare It]<br />
|-<br />
|<center>6/25/2019</center>||<center>1</center>||<center>[[107.19_Hauling_on_Local_Roads_and_Streets#Hauling_on_Local_Roads_and_Streets|107.19]]</center>||Removed Hauling Route Permit Guidance||[http://mdotwiki.state.mi.us/construction/index.php?title=107.19_Hauling_on_Local_Roads_and_Streets&diff=5577&oldid=4936 Compare It]<br />
|-<br />
|<center>6/20/2019</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|E-Construction]]</center>||<center>[[Naming_Convention#Standard_Naming_Convention_for_Documents|Standard Naming Convention for Documents]]</center>||Updated Naming Convention Table to reflect recent changes.||[http://mdotwiki.state.mi.us/construction/index.php?title=E-Construction&diff=5574&oldid=5563 Compare It]<br />
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|<center>6/17/2019</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[//{{SERVERNAME}}/images_construction/a/af/Eng_Record_Cert_list_06-17-19.pdf View Here]<br />
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|<center>5/20/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Barrier Gates and Work Zone Speed Trailers to "Typical Long-Lead Items" table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5553&oldid=5539 Compare It]<br />
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|<center>4/17/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Minor update to heading of Column 2 for Typical Long-Lead Items||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5539&oldid=5526 Compare It]<br />
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|<center>4/1/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Delineator and 3# U-Channel Posts to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5526&oldid=5523 Compare It]<br />
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|<center>3/14/2019</center>||<center>7</center>||<center>[[715_-_Cleaning_and_Coating_Existing_Structural_Steel#Health_and_Safety|715]]</center>||Updated content related to: Health and Safety, Respiratory Protection and Protective Equipment, Medical Surveillance, Exposure Monitoring, Hygiene Facilities, and Lead Awareness Training||[http://mdotwiki.state.mi.us/construction/index.php?title=715_-_Cleaning_and_Coating_Existing_Structural_Steel&diff=5516&oldid=5480 Compare It]<br />
|-<br />
|<center>3/13/2019</center>||<center>1</center>||<center>[[102.02_Contents_of_Proposal_-_Progress_Clause#Progress_Clause|102.02]]</center>||Added Strain Poles to Typical Long-Lead Items table||[http://mdotwiki.state.mi.us/construction/index.php?title=102.02_Contents_of_Proposal_-_Progress_Clause&diff=5514&oldid=5510 Compare It]<br />
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|<center>1/22/2019</center>||<center>7</center>||<center>[[718_-_Drilled_Shafts|718]]</center>||Provided clarification relating to [[718_-_Drilled_Shafts#Tremie_Tube_Concrete_Placement|Tremie Tube Concrete Placement]] along with inspection of shaft after [[718_-_Drilled_Shafts#Placing_Steel_Reinforcement|Placing Steel Reinforcement]] cage||[http://mdotwiki.state.mi.us/construction/index.php?title=718_-_Drilled_Shafts&diff=5487&oldid=4248 Compare It]<br />
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|<center>1/16/2019</center>||<center>1</center>||<center>[[109.05_Payment_for_Contract_Revisions#Small_Tools|109.05]]</center>||Clarification related to small tools for Force Account Work||[http://mdotwiki.state.mi.us/construction/index.php?title=109.05_Payment_for_Contract_Revisions&diff=5453&oldid=4945 Compare It]<br />
|-<br />
|<center>12/3/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_12-03-18.pdf View Here]<br />
|-<br />
|<center>8/30/2018</center>||<center>1 Supplemental</center>||<center>[[Certification_Programs|Certification Programs]]</center>||Updated Engineer Record Certification List||[http://mdotwiki.state.mi.us/construction/index.php/File:Eng_Record_Cert_list_08-30-18.pdf View Here]<br />
|-<br />
|<center>8/29/2018</center>||<center>1 Supplemental</center>||<center>[[FieldManager#Inspector.27s_Daily_Report_.28IDR.29|FieldManager]]</center>||Updated content related to Inspector Daily Reports and noting visual acceptance of material||[http://mdotwiki.state.mi.us/construction/index.php?title=FieldManager&diff=5386&oldid=4953 Compare It]<br />
|}<br />
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=[[#Preamble|Preamble]]=<br />
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This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. <br />
The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.<br />
Engineers, in the fulfillment of their professional duties, shall:<br />
::#Hold paramount the safety, health, and welfare of the public.<br />
::#Perform Services only in areas of their competence.<br />
::#Issue public statement only in an objective and truthful manner.<br />
::#Act for each employer or client as faithful agents or trustees.<br />
::#Avoid deceptive acts.<br />
::#Conduct themselves honorably, reasonably, ethically and lawfully so as to enhance the honor, reputation, and usefulness of the profession.<br />
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This manual has been revised throughout to incorporate changes brought about by the release of the 2012 Standard Specifications for Construction and by progress in equipment, construction practices, and materials. The format has been established to follow the standard specification outline with divisions and sections set up to facilitate revision and addition of new information as needed.<br />
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Additional information about the Wiki Construction Manual and submitting revision suggestions is located in the [[Help:Contents]] page.<br />
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[[Category:Construction Manual]]</div>McGowanR