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- <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center> [[Category:Division 3]]288 bytes (30 words) - 10:14, 13 September 2023
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- <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center> [[Category:Division 3]]288 bytes (30 words) - 10:14, 13 September 2023
- ...d access reports can be found in the [//{{SERVERNAME}}/images_construction/3/32/Final_Project_Review_Report_User_Guide_9-2020.pdf Final Project Review R [[Category:Division 1]]624 bytes (87 words) - 08:57, 5 January 2022
- <center>3:00 pm, Friday, 05/22/20 <center>3:00 pm, Thursday, 07/02/205 KB (579 words) - 12:33, 14 March 2022
- The Construction Field Services (CFS) Division has revised the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDO *I.A.7 (pg. 3)2 KB (239 words) - 14:49, 21 September 2023
- The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Aggregate Requirements-Subsection 3: Added new note “AWI will not be assigned to previously approved mix des4 KB (560 words) - 15:14, 19 June 2017
- [[Category:Division 3]]636 bytes (71 words) - 16:59, 12 January 2022
- ...evation at least 3 feet (1 m) below the final pavement surface or at least 3 feet (1 m) below the final ground elevation. ...ld extend from the inner wall of the drainage structure at least 1 foot (0.3 m) into the pipe.2 KB (304 words) - 10:05, 13 September 2023
- [[Category:Division 3]]1 KB (153 words) - 16:58, 12 January 2022
- | colspan="3" | | colspan="3" |4 KB (456 words) - 09:22, 11 July 2023
- See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht ...m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.4 KB (545 words) - 12:41, 19 January 2022
- [[Category:Division 3]]2 KB (223 words) - 16:43, 12 January 2022
- '''Below is a copy of the 2024 RBPI project list as of 1/3/24:''' ..._Risk_Based_Project_Involvement_Guidance_September_2021_FINAL.pdf Michigan Division Risk Based Project Involvement Guidance Document].2 KB (296 words) - 15:37, 3 January 2024
- <div id="701.03.A.3"></div> ::'''3.''' Concrete mixing requirements of subsection [[Section 601 - Portland C12 KB (1,593 words) - 13:11, 26 July 2022
- ...orting the string line may have to be placed as close together as 10 foot (3 m) to ensure a smooth curve. The string line should be visually checked to ...of the Standard Specifications for Construction (also see '''''Figure 802-3'''''). When a curb is placed adjacent to a concrete pavement or base cours12 KB (1,916 words) - 11:49, 19 January 2022
- ...e plans to be removed, will be entirely removed or broken down to at least 3 feet (1 m) below final ground elevation and/or final pavement surface. ...ructures not interfering with new construction will be removed to at least 3 feet (1 m) below the pavement surface within the limits of the roadbed, and10 KB (1,390 words) - 10:07, 13 September 2023
- ...or broken concrete - length or width must be 16 inches (400 mm). Ratio of 3 to 1 for maximum to minimum dimension. Heavy precast must be 16 inches (40 Dimensions same as for plain riprap. Spaces filled with Type R-3 mortar.4 KB (644 words) - 17:17, 19 September 2023
- b. Micro-Surfacing Preparation – Industry recommends a delay period of 3 days between overband pretreatment and placement of micro-surfacing. [[Category:Division 5]]2 KB (335 words) - 18:15, 15 December 2021
- ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne | colspan="3" |5 KB (706 words) - 11:49, 19 January 2022
- [[Category:Division 3]]3 KB (427 words) - 14:12, 16 February 2022
- <center>3</center> [[Category: Division 8]]3 KB (428 words) - 12:44, 19 January 2022
- ...ons for Construction. Projects with all major work on a single pay item or division will only be considered if the other submitted projects contain a more dive ...submitted project list with the central office project list and select the 3 projects to be examined for review. (2 closed and one active project)10 KB (1,464 words) - 13:56, 29 November 2023
- ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)9 KB (1,297 words) - 14:57, 11 October 2022
- 3. Satellite availability on site may vary, when using GPS ensure 3D point 3. Export a comma delimited point file (CSV) or XML file of the pay item from7 KB (1,088 words) - 12:47, 29 January 2024
- ...an earth surface are acceptable. Horizontal tolerances should not exceed 3/4 inch (20 mm) for a 100 foot (30 m) segment when measured using a string l ...m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.7 KB (988 words) - 10:53, 8 April 2024
- <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed67 KB (8,623 words) - 17:18, 11 April 2024
- ...lan thickness will be considered as plan thickness. Depths greater than 1-3/4 inches(45 mm) deficiency will not be used for averaging. To be within sp [[Category:Division 3]]6 KB (873 words) - 14:24, 16 February 2022
- [[Category:Division 3]]4 KB (536 words) - 14:18, 16 February 2022
- | rowspan="3" style="font-size:small;" | Engineer of Record Tardy with Project Closeout | rowspan="3" style="font-size:small;" | Elements Missing from Construction Oversight13 KB (1,768 words) - 11:05, 13 July 2023
- [[Category:Division 3]]4 KB (552 words) - 16:44, 12 January 2022
- Method 3: Verification based on trial batches using a new mix design. Mix design ve ...requested in writing at the time the mix design is submitted. Only Method 3 may be used in submitting this request.26 KB (3,908 words) - 11:41, 10 January 2024
- ...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_ ...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 the12 KB (1,824 words) - 16:49, 18 April 2024
- ...d labeled as meeting the ANSI 107-2004 standard performance for Class 2 or 3 risk exposure, except as provided in paragraph 5. A person designated by th ...s meeting ANSI 107, including which Performance Class it meets (Class 2 or 3), it is not in compliance.13 KB (1,841 words) - 11:18, 13 July 2023
- :3. Prime Contractors [[Category:Division 1]]7 KB (1,055 words) - 11:29, 14 July 2020
- <center>3</center> ...([http://hct591jbosds790/wiki/index.php/File:602.02-3.jpg '''''Figure 602-3''''']). Concrete delivery tickets are to state the cement content per cubi21 KB (3,052 words) - 16:41, 22 November 2023
- '''3. Grade D Slag Cement''' [[Category: Division 7]]6 KB (791 words) - 11:43, 19 January 2022
- ...trees, stumps, brush, shrubs and other vegetation occurring between lines 3 feet (1 m) outside the grading limits. Grading limits will include the ver ...that any plant life so designated will be saved. Vegetation beyond lines 3 feet (1 m) outside the grading limits will be carefully protected from dama8 KB (1,133 words) - 12:01, 28 March 2023
- :: 3) impede the use of a traditional religious site by practitioners. [[Category:Division 1]]5 KB (738 words) - 13:42, 1 April 2024
- ...perations Environmental Engineer or the Supervising Engineer of the Design Division’s Utilities Drainage and Roadsides Section. ...d against a claim or civil action under the Act (ref: MCL 691.1419 Sec 19 (3)).20 KB (3,034 words) - 15:47, 19 January 2022
- <center>3</center> [[Category: Division 8]]6 KB (797 words) - 17:08, 27 March 2023
- [[Category:Division 3]]5 KB (803 words) - 11:16, 21 July 2022
- ...ction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1). Water is added in amounts necessary to obtain the consis [[Category:Division 7]]5 KB (749 words) - 11:43, 19 January 2022
- <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed28 KB (3,726 words) - 16:02, 8 March 2023
- ...tion for outlet endings is used). The Standard Plan R-80 series calls for 3 foot (900 mm) lengths for the concrete rings and 2 foot (600 mm) lengths ha [[Category:Division 4]]6 KB (843 words) - 17:47, 12 January 2022
- Line posts for chain link fence will be spaced at 10 foot (3 m) intervals. All end, corner, gate, angle (over 10 degrees deflection), i [[Category: Division 8]]6 KB (864 words) - 12:42, 19 January 2022
- ...then laid in courses with mortar joints 0.5 inch (13 mm) thick ± 0.1 inch (3 mm). Mortar joints should be of uniform thickness throughout the structure [[Category:Division 4]]7 KB (999 words) - 17:47, 12 January 2022
- ...at either end of a pipe, or a single fracture in the socket not exceeding 3 inches (75 mm) in width around the circumference of the pipe nor 2 inches ( * Blisters where the surface is broken or which project more than 1/8 inch (3 mm) above the surface.16 KB (2,323 words) - 17:47, 12 January 2022
- :::(6.0 - 4.5) X 2.0 = 3.0 days ...re the Contractor will receive 6.0 days of extension, 3.0 without LD’s and 3.0 W/ LD’s. However, only 6 days were documented as lost due to weather.9 KB (1,338 words) - 10:01, 27 July 2022
- ...s Engineer must be contacted to inspect the reinforced soil mass area plus 3 feet after the subgrade is prepared and before the wall is constructed. Su [[File:Fig719-3.png|600px|framed|center|Figure 1. MSE wall]]9 KB (1,409 words) - 11:48, 19 January 2022
- ! colspan="3" | ! colspan="3" |30 KB (4,172 words) - 17:23, 3 January 2024
- Top surface of barrier is to be checked with 10 feet (3 m) straightedge behind slipform machine. [[Category: Division 8]]6 KB (929 words) - 11:50, 19 January 2022
- ...tend to compact the soil. The soil should be loose and friable, at least 3 inches (75 mm) in depth, before placing topsoil. This is necessary to perm ...from the Qualified Products List. The blanket rolls will be a minimum of 3 feet (1 m) wide and will be placed with the netting on top and the wood fib15 KB (2,398 words) - 13:12, 26 July 2022
- The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th ...aste generator number. Hazardous Waste Manifests must be kept on file for 3 years from the date of shipment. A copy of the Generator Manifest must be33 KB (4,797 words) - 11:46, 25 April 2023
- ...ement in terms of thickness and steel reinforcing pattern, but be at least 3 inches thick. After test panel placement, the concrete must be kept continu ...of the fresh concrete. Place shotcrete in accordance with section 710.03.D.3 of the Standard Specifications for Construction.15 KB (2,249 words) - 18:23, 15 February 2024
- [[File:Fig711-03.png|200px|thumbnail|left|Figure 3 Bridge Barrier Railing, 2 Tube]] [[Category: Division 7]]7 KB (1,050 words) - 11:46, 19 January 2022
- ...o the hole during drilling operations. Any accumulated water greater than 3 inches at the bottom of the shaft must be pumped out prior to rebar and con ...ate.mi.us/public/specbook/files/2012/701%20PCC%20for%20Structures.pdf#page=3 Table 701-1A] in Section 701 of the Standard Specifications for Constructio28 KB (4,324 words) - 11:40, 25 April 2023
- ...ent, provided the concrete is incorporated into the finished work at least 3 feet below the surface of the ground or is entirely under water. ...Ready Mixed Concrete Production Facilities Quality Control Manual, Section 3, “Plant Certification Check List” (the NRMCA checklist), or other Depar36 KB (5,127 words) - 13:21, 26 July 2022
- .../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe 3. The DBE may lease tractors and trailers on a project; however, it must be27 KB (4,137 words) - 14:31, 17 April 2024
- ...cold formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]9 KB (1,266 words) - 15:59, 2 April 2024
- ...ning the vertical elements to support lateral earth pressures. See Figure 3 below for a typical soldier pile wall layout. <center>[[File:714 Fig 3.png|thumb|center|600px|Figure 714-3 - Typical soldier pile wall section]]</center>19 KB (2,733 words) - 11:47, 19 January 2022
- ...consist of sawn lumber 4 to 8 inches wide and 12 to 18 inches deep, spaced 3 feet or less apart. The deck is made from transverse timber planks. An ov ...This structure type can be used for clear spans up to 30 feet. See figure 3 for typical details of a stress laminated deck system.18 KB (2,669 words) - 16:33, 10 January 2024
- ...given three (3) opportunities for each line width. After three (3) unsuccessful attempts for any line width, the equipment will be denied cer :'''The contractor will be allowed three (3) appointments to accomplish STEP 1 and STEP 2. If a vehicle cannot be certi56 KB (7,443 words) - 17:48, 9 October 2023
- [[File:823-3.jpg|600px|thumb|center|'''Figure 3 - Valve Box''']] ...depth requirements shown on the plans. The minimum trench width should be 3 to 4 times the pipe diameter to allow for work on all sides of the pipe, un18 KB (2,799 words) - 14:01, 27 September 2023
- <center>≥ 3 days</center> ...the second and next to last measurement will each be made with 2 inches to 3 inches of the straightedge resting on the existing pavement. Any irregular23 KB (3,714 words) - 10:16, 13 September 2023
- ...ersight (S&O) Agreement] detailing the arrangement between FHWA’s Michigan Division and MDOT regarding agency roles and responsibilities with respect to federa ...d forward the contract modification and letter to the Financial Operations Division.30 KB (4,182 words) - 18:40, 13 December 2023
- [[File:IDR3.png|thumb|center|500px|Figure 101-3 - Sample IDR]] :3. The document names for original and revised IDRs must follow the current26 KB (3,807 words) - 11:03, 22 August 2023
- ...tremie applications without admixture or with Type A or D admixture or (i) 3- to 8-inch slump for tremie applications after the addition of Type F or G ...ions. This interlock is durable and ideal for repeated use. See Figure 704-3 below for the ball and socket type interlock. Hot rolled sections are typic30 KB (4,732 words) - 15:44, 29 February 2024
- <center>3</center> * Broken or missing welds as shown in Figure 602-3.58 KB (9,258 words) - 17:27, 24 April 2024
- ...st to process weekly estimates is to be submitted to the Contract Services Division. ...ng that could be utilized on other MDOT projects. The Financial Operations Division, must be notified when all construction work is complete and accepted, but28 KB (4,153 words) - 15:37, 11 January 2024
- Delineator and 3# U-Channel Posts :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga14 KB (2,146 words) - 13:54, 29 November 2023
- ...s/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as ...forms/GetDocument.htm?fileName=1903C.pdf 1903-C]||1903C YYYY-MM-DD 5E1 STA 3||Permanent||11/28/202356 KB (6,764 words) - 13:43, 22 April 2024
- In accordance with 23 CFR 635.102 and 23 CFR 635.120, FHWA’s Michigan Division has further clarified the definition of major changes as noted below: 3. Changes in character or scope of the project. Examples of these types of c50 KB (7,380 words) - 16:11, 1 April 2024
- It is important to note that cleaning and coating 3 feet each side of the centerline of the pin and hanger is included in the H [[Category: Division 7]]14 KB (2,289 words) - 17:29, 10 April 2023
- To prevent damage to the pipe, a minimum of 3 feet (1 meter) of cover must be maintained at all times, except when trimmi [[Category:Division 4]]15 KB (2,250 words) - 12:56, 4 October 2023
- ...er for placement into the corresponding ProjectWise folder. See Figure 708.3 for more information on the fabrication inspection process. [[File:Fig_708.3.png|600px|thumbnail|center|Figure 708.3 – Structural Precast Concrete Fabrication Inspection Flowchart]]27 KB (4,105 words) - 11:45, 19 January 2022
- ...usceptible to frost heave, such as silt, will not be placed within the top 3 feet (1 m) of subgrade when constructing embankments. ...ice from the embankment area. If the original ground contains more than 0.3 foot (90 mm) of frost within the limits of 1 on 1 slopes spreading outward78 KB (12,236 words) - 14:45, 21 September 2023
- ...o an edge depth of ½ inch, and the concrete is to be removed to a depth of 3 inches measured from the edge of the concrete surface. Ensure concrete is ...slump. During hot and windy weather, the Contractor may increase slump to 3 in to 4 in, as determined by the Engineer.84 KB (13,299 words) - 11:46, 19 January 2022
- [[File:706-3.jpg|800px|thumb|center|'''Figure 706-3 Standard Forming Components''']] ...and spaced (as measured between beam centers) at approximately the 1/4 and 3/4 points for beam spacings less than 9 feet and at approximately the 1/6, 149 KB (7,967 words) - 12:41, 27 February 2024
- [[File:Figure 104.01-3.JPG|thumb|center|600px|Topo Patterns]] ...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.)201 KB (30,214 words) - 14:43, 19 June 2017
- [[File:Fig 705-3.png|thumb|center|600px|Figure 705-4 - Typical Nylon Hammer Cushions]] ...e used, then the pile should be driven until the pile reaches capacity for 3 consecutive inches or there are 12 blows in one inch.32 KB (5,122 words) - 14:16, 29 February 2024
- [[File:Fig707.3.png|900px|thumbnail|center|Figure 707.2 - Steel Fabrication Inspection Flow ...n records are stored in the project folder in ProjectWise. See Figure 707.3 for a sample inspection memorandum.45 KB (7,017 words) - 13:22, 26 July 2022
- <center>1-3/4 in.</center> <center>3 in.</center>139 KB (21,114 words) - 15:08, 30 January 2024
- ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ::::::::::::::Jobsite Poster Fig. 363 KB (9,521 words) - 14:09, 1 April 2024