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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 6. Any joint check arrangement must be pre-approved by MDOT before the arran
  27 KB (4,137 words) - 14:31, 17 April 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: 6. Any [[Construction_Value_Engineering_Change_Proposal_(VECP).|Value Enginee
  50 KB (7,380 words) - 16:11, 1 April 2024
• 705 - Foundation Piling
  [[File:Fig 705-6.png|thumb|center|600px|Figure 705-2b - Typical conical pile pile points]] ...re prebored to the elevations shown on the plans, and the hole diameter is 6 inches greater than the pile dimensions. Preboring also includes the follo
  32 KB (5,122 words) - 14:16, 29 February 2024
• Section 601 - Portland Cement Concrete for Pavements
  <div id="601.03.B.6"></div> :: '''6.''' Water Measuring Equipment. Measure water by volume or weight. If
  36 KB (5,127 words) - 13:21, 26 July 2022
• 706 - Structural Concrete
  [[File:706-6.png|800px|thumb|center|'''Figure 706-6 - Lifting Epoxy Coated Rebar with Spreader Device''']] ...for beam spacings less than 9 feet and at approximately the 1/6, 1/2 and 5/6 points for beam spacings 9 feet and over.
  49 KB (7,967 words) - 12:41, 27 February 2024
• 602 - Concrete Pavement Construction
  <center>6</center> ...emblies when they are to be stored on site for extended periods (more than 6 months).
  87 KB (13,988 words) - 15:30, 8 May 2024
• 712 - Bridge Rehabilitation, Concrete
  ...alibrated at the beginning of each year (typically early spring) and every 6 months during the project if necessary. It is important to note that truck ...art-width construction, no scarifying or chipping will be conducted within 6 feet of newly cast overlays until the newly cast material has cured for at
  84 KB (13,299 words) - 11:46, 19 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.) ...ric curves, the key becomes the radius (no longer use D), ('''''Figure 104-6.''''')
  201 KB (30,214 words) - 14:43, 19 June 2017
• 205 - Roadway Earthwork
  Reduce vegetation to a height of approximately 6 inches (150 mm) and remove all litter or foreign material. Topsoil should Where embankments are to be placed on existing side slopes steeper than 1 on 6, cut horizontal 3 foot (1 m) benches into the slope.
  78 KB (12,236 words) - 14:45, 21 September 2023
• 501 - Plant Produced Hot Mix Asphalt
  ...percentage of horizontal distance. (Example: 6 percent grade - 6 inches (6 m) of elevation change in 100 feet (100 m) of horizontal longitudinal run). ...r term for “mat”, usually used in conjunction with a thickness, such as “a 6 inch (150 mm) mat was laid in [3] 2 inch (50 mm) lifts”.
  139 KB (21,114 words) - 15:08, 30 January 2024
• Prevailing Wage
  ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ...nt masons, PLAS0514-001); laborers (form/line setters, LABO0465-001, Group 6); laborers (unskilled laborers, LABO0465-001, Group 1); and operators (if u
  63 KB (9,521 words) - 14:09, 1 April 2024

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