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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
- ...ps://mdotwiki.state.mi.us/construction/index.php?title=Category:Division_1 Division 1] ....state.mi.us/construction/index.php?title=Category:Division_1_Supplemental Division 1 Supplemental]4 KB (552 words) - 12:35, 1 May 2024
- ...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 Changed68 KB (8,802 words) - 12:10, 1 May 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
- ...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
- ...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
- :::(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