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• 102.17 Subletting Contract Work to Disadvantaged Business Enterprises (DBEs)
  .../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe ...supplier is in compliance with the regulations. MDOT’s Contract Services Division will receive and forward the liquid asphalt affidavit to the designated Off
  27 KB (4,137 words) - 14:31, 17 April 2024
• 810 - Permanent Traffic Signs and Supports
  * 8-foot Aluminum Range Pole: Used in prodding for scour around culvert and for [[File:810-8.jpg|600px|thumb|center|'''Sign Cover Fully Contacting the Sign Reflective S
  19 KB (2,827 words) - 15:38, 2 April 2024
• 705 - Foundation Piling
  ...a cutting torch using a guide to assure a smoother chamber. A maximum of 1/8 inch land (shoulder) must be retained. If the end of the driven length of p ...needs to provide a 1/8 inch clear opening at the nearest point. When the 1/8 inch opening at the nearest point allows more than a 1/4 inch opening at ot
  32 KB (5,122 words) - 14:16, 29 February 2024
• 704 - Steel Sheet Piling and Cofferdams
  ...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 admixt ...iling further than the maximum unbraced lengths. See Figures 704-7 and 704-8 for cofferdam bracing using walers and struts.
  30 KB (4,732 words) - 15:44, 29 February 2024
• 811 - Permanent Pavement Markings
  ...operator decides to be tested for a speed of 10 mph. With a drop rate of 8 pounds per gallon (from contractor), the five second sample was measured at <center>8</center>
  56 KB (7,443 words) - 17:48, 9 October 2023
• 102.02 Contents of Proposal - Progress Clause
  8-12 weeks includes procurement and TSMO bench review :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga
  14 KB (2,146 words) - 13:54, 29 November 2023
• 103.02 Contract Revisions
  ...total net cumulative contract modifications / $10,000 original contract = 8 percent The contract modification would be evaluated as being 8 percent over awarded contract amount requiring Tier II approval.
  50 KB (7,380 words) - 16:11, 1 April 2024
• 602 - Concrete Pavement Construction
  ...Figure 602-4, 602-5, 602-6, 602-7). Bent Tie Bar examples (See Figures 602-8, 602-9, 602-10, 602-11, 602-12, and 602-13). [[File:602-8.jpg|600px|thumb|center|'''Figure 602-8 Bent Tie Bar''']]
  58 KB (9,258 words) - 17:27, 24 April 2024
• 816 - Turf Establishment
  [[Category: Division 8]]
  15 KB (2,398 words) - 13:12, 26 July 2022
• 714 - Temporary Structures and Approaches
  ...l vertical members are constructed plumb, with an allowable deviation of 1/8 inch in 3 feet. [[Category: Division 7]]
  19 KB (2,733 words) - 11:47, 19 January 2022
• Section 601 - Portland Cement Concrete for Pavements
  ...icular traffic. Provide concrete having an entrained air content of 5.0 to 8.5 percent unless otherwise required by the contract. The Department will n <div id="601.03.B.8"></div>
  36 KB (5,127 words) - 13:21, 26 July 2022
• 707 - Structural Steel
  | 5/8|| 19200 | 7/8|| 39,250
  45 KB (7,017 words) - 13:22, 26 July 2022
• 1002 - Contractor Quality Control for Concrete
  <div align="right">25.8</div> <div align="right">26.8</div>
  30 KB (4,172 words) - 17:23, 3 January 2024
• Force Account Work
  ...hours operating time, standby payment will be limited to the difference of 8 hours less the operating time for that day. Saturdays and Sundays are not t [[Category:Division 1]]
  41 KB (6,267 words) - 17:31, 6 June 2023
• 501 - Plant Produced Hot Mix Asphalt
  <center>8</center> ...ht; padding-left: 10px;">[[File:Fig502-8.jpg|thumb|center|600px|Figure 502-8 - Example of a Mobile Mat Reference System]]</div>
  139 KB (21,114 words) - 15:08, 30 January 2024
• 104.09 Lines, Grades, and Elevations
  ...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.) ...om Sta 16+50 to PT (16+86.96) || 36.96 || 0.028648 || 1.05887 || 1° 03' 31.8"
  201 KB (30,214 words) - 14:43, 19 June 2017
• 712 - Bridge Rehabilitation, Concrete
  ...ecbook/files/2012/707%20Str%20Steel%20Construction.pdf subsection 707.03.D.8.c of the Standard Specifications for Construction]. This should be done at ...or site identification number from the EGLE Waste and Hazardous Materials Division or use a licensed liquid industrial waste hauler to transport the hydrodemo
  84 KB (13,299 words) - 11:46, 19 January 2022
• 205 - Roadway Earthwork
  ...determining volume should be taken at a maximum spacing of 25 to 30 feet (8 to 10 m). Enough additional sections should be taken to show a true repres ...pth cut to no cut. The transition at each end is generally 25 to 50 feet (8 to 15 m) long.
  78 KB (12,236 words) - 14:45, 21 September 2023
• 706 - Structural Concrete
  ...properly after the deck is cast. Expansion joints are to be placed ¼” to 3/8” below the top surface of the deck. [[File:706-8.jpg|800px|thumb|center|'''Figure 706-8 - Form 1131 Example''']]
  49 KB (7,967 words) - 12:41, 27 February 2024

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