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  • <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    50 KB (6,272 words) - 07:58, 18 October 2021
  • [[Category: Division 8]]
    3 KB (486 words) - 17:14, 12 May 2021
  • A low slump concrete 1/8 inch (about 2 mm) will be needed for proper slipforming. Only an occasiona ...d before the concrete sets. For the balance of the curb, a tolerance of 3/8 inch in 10 foot (10 mm in 3 m) is permitted. If the slipform machine is fu
    12 KB (1,937 words) - 17:14, 12 May 2021
  • ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their d :e. Administrator of the Development Services Division (if a local agency project)
    10 KB (1,462 words) - 13:53, 10 June 2021
  • Additional depth checks will be taken 25 feet (8 m) each way from the original and the average of the three depth checks wil Additional depth checks at 25 feet (8 m) intervals each way will be taken until achieving a depth of less than 1
    6 KB (886 words) - 16:01, 6 May 2021
  • ...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]
    6 KB (957 words) - 17:19, 12 May 2021
  • <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    28 KB (3,729 words) - 12:17, 23 April 2019
  • ...e-foaming (air- detraining) admixtures. Furnish concrete containing 5.0 to 8.0 percent entrained air, except as follows: ::'''1.''' Provide an entrained air content of 5.5 to 8.5 percent for concrete containing Type F or Type G admixtures;
    12 KB (1,594 words) - 15:56, 26 July 2013
  • 8 to 12 weeks 10 Gauge: 8 weeks<br>
    15 KB (2,171 words) - 15:38, 30 August 2021
  • [[Category: Division 8]]
    6 KB (882 words) - 17:15, 12 May 2021
  • [[Category: Division 8]]
    6 KB (950 words) - 17:14, 12 May 2021
  • <center><span STYLE="font: 40pt arial;">'''Division 7 Supplemental Information'''</span></center> ...Bridge Decks Concrete Depth Measurements, for all bridge deck pours. See Division 706 of the Construction Manual for a sample form and instructions. Concret
    33 KB (4,932 words) - 16:38, 12 May 2021
  • ...recommended to establish proper line and grade. Vertical tolerances of 5.8 inch (15 mm) measured off a compacted surface or 1-1/4 inch (30 mm) measure [[Category: Division 8]]
    8 KB (1,152 words) - 17:15, 12 May 2021
  • * Blisters where the surface is broken or which project more than 1/8 inch (3 mm) above the surface. * Variations of more than 1/8 inch (3 mm) per lineal foot (300 mm) in alignment of pipe intended to be st
    16 KB (2,342 words) - 16:04, 6 May 2021
  • The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division
    33 KB (4,816 words) - 16:36, 12 May 2021
  • ...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.
    46 KB (6,958 words) - 14:36, 7 October 2021
  • ...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 the ...s/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as
    17 KB (2,561 words) - 08:11, 6 October 2021
  • ...he length of the cage for #8 bar or smaller, and 10’ for bars larger than #8 to ensure a minimum annular space of 3 inches between the outside of the ca ...anner, as not to cause racking or distorting of the tied cage. See Figure 8 for a typical reinforcement cage being lowered into the completed shaft.
    28 KB (4,374 words) - 16:36, 12 May 2021
  • ...tilized on other MDOT projects. Rebecca Jones, in the Financial Operations Division, is to be notified via e-mail at [mailto:JonesR6@michigan.gov JonesR6@michi 8. Contractors must perform acceptable quality work in accordance with the co
    38 KB (5,593 words) - 15:56, 22 September 2021
  • ...lumber beams. Most beam type superstructures consist of sawn lumber 4 to 8 inches wide and 12 to 18 inches deep, spaced 3 feet or less apart. The dec ...surface typically is hot mixed asphalt. The panels are typically between 8 and 16 inches. deep. This structure type can be used for clear spans up to
    18 KB (2,642 words) - 16:34, 12 May 2021

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