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• 1004 - Portland Cement Concrete Mixtures
  <center>4</center> <center>4</center>
  21 KB (3,052 words) - 16:41, 22 November 2023
• Local Agency Program (LAP)
  ...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
• 104.07 Contractor Obligations
  [[File:Worker Visibility 4 - 01-2020.jpg|275px|Safety Vests]] [[Category:Division 1]]
  13 KB (1,841 words) - 11:18, 13 July 2023
• 810 - Permanent Traffic Signs and Supports
  * Lasers & Levels (4 foot levels for checking plumb of Posts and/or Uprights) * 4-foot Level: Used for checking plumbness of non-tapered vertical supports/po
  19 KB (2,827 words) - 15:38, 2 April 2024
• 713 - Bridge Rehabilitation, Steel
  ...ctor does not apply load until the grout reaches a compressive strength of 4,000 psi. [[Category: Division 7]]
  14 KB (2,289 words) - 17:29, 10 April 2023
• 718 - Drilled Shafts
  * Muck or clean out bucket – see Figures 4 and 5 for a muck bucket example. [[File:Fig 718-4.png|600px|framed|center|Figure 4. Muck bucket]]
  28 KB (4,324 words) - 11:40, 25 April 2023
• 402 - Storm Sewers
  [[Category:Division 4]]
  16 KB (2,323 words) - 17:47, 12 January 2022
• 401 - Culverts
  [[Category:Division 4]]
  15 KB (2,250 words) - 12:56, 4 October 2023
• 712 - Bridge Rehabilitation, Concrete
  ...hand chipping involves chipping to ¾” below top mat or more (approximately 4” to full depth). This type of patch may be repaired with the LMC; however ...been soaked for at least 12 hours, to exposed concrete surfaces. Place a 4 mil thick layer of polyethylene over the burlap to preserve the moisture in
  84 KB (13,299 words) - 11:46, 19 January 2022
• Prevailing Wage
  ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ...in cash, or a combination of the above methods with an explanation in Box (4)(c). If fringe benefits are paid to an approved plan, a detailed breakdown
  63 KB (9,521 words) - 14:09, 1 April 2024
• 602 - Concrete Pavement Construction
  <center>4</center> ...d when they arrive on a project. Straight Tie Bar examples (See Figure 602-4, 602-5, 602-6, 602-7). Bent Tie Bar examples (See Figures 602-8, 602-9, 602
  87 KB (13,988 words) - 15:30, 8 May 2024
• 104.09 Lines, Grades, and Elevations
  [[File:Figure 104.01-4.JPG|thumb|center|600px|Topo Patterns (Cont.)]] ...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
• 708 - Prestressed Concrete
  ...urface Defects (air holes, minor honeycombing, gouges etc.) See Figure 708.4 through Figure 708.06 for minor surface defects [[File:Fig_708.4.png|600px|thumbnail|center|Figure 708.4 – Minor surface defect – air holes greater than 1” in any direction]]
  27 KB (4,105 words) - 11:45, 19 January 2022
• 706 - Structural Concrete
  ...lse decking usually consists of plywood decking on 2” nominal thickness or 4” nominal thickness joists. The thickness and width of material needs to b [[File:706-4.jpg|800px|thumb|center|'''Figure 706-4''']]
  49 KB (7,967 words) - 12:41, 27 February 2024
• 103.02 Contract Revisions
  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: 4. All extensions of time (interim, open to traffic, final, etc.)
  50 KB (7,380 words) - 16:11, 1 April 2024
• 1002 - Contractor Quality Control for Concrete
  <div align="right">4.41</div> ...crete_JMF_Yield_Calculator.v3.4-17-13.xls Concrete_JMF_Yield_Calculator.v3.4-17-13.xls]
  30 KB (4,172 words) - 17:23, 3 January 2024
• 501 - Plant Produced Hot Mix Asphalt
  ! colspan="4" | <center>1-1/4 in.</center>
  139 KB (21,114 words) - 15:08, 30 January 2024
• 707 - Structural Steel
  ....gov/documents/mdot/MDOT_MQAP_Manual_5_Section_D_307110_7.pdf 4.05.08.B or 4.06.06.B] of the Materials Quality Assurance Procedures Manual. These struct ...igan.gov/documents/mdot/MDOT_MQAP_Manual_5_Section_D_307110_7.pdf 4.05 and 4.06]) of MDOT’s Materials Quality Assurance Procedures Manual (MQAP) and s
  45 KB (7,017 words) - 13:22, 26 July 2022
• 205 - Roadway Earthwork
  ...the limits. The depth of excavation below plan grade varies from 3-1/2 to 4 feet (1 to 1.2 m) in the southern and central parts of the state and to 5 f ...slope from the earth grade shoulder when the finished slope is to be 1 on 4 or flatter, if shown on the plans or directed by the Engineer. This topsoi
  78 KB (12,236 words) - 14:45, 21 September 2023

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