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• 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 (2,140 words) - 10:52, 25 April 2023
• 704 - Steel Sheet Piling and Cofferdams
  ...further than the maximum unbraced lengths. See '''''Figures 704-7 and 704-8''''' for cofferdam bracing using walers and struts. [[File:Fig 704-8.png|thumbnail|500px|right|Figure 704-8: Typical cofferdam bracing with walers and struts]]
  29 KB (4,477 words) - 11:44, 19 January 2022
• 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
• 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 (6,280 words) - 11:00, 17 May 2023
• 501 - Plant Produced Hot Mix Asphalt
  <center>8</center> <center>8</center>
  131 KB (20,112 words) - 12:41, 13 January 2022
• 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
• Commentary - Special Provision for Quality Control and Acceptance of Portland Cement Concrete 12SP604(B)
  ...t. The contractor may choose to establish their action limits at 5.5- and 8.0 percent. In other words, they are documenting that they will take action ...e department designated testing laboratory for final curing no sooner than 8 hours after final set of the concrete (final set is normally 4 to 6 hours a
  40 KB (6,303 words) - 08:41, 8 July 2014
• 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

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