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- ...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
- 8-12 weeks includes procurement and TSMO bench review :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga14 KB (2,146 words) - 13:54, 29 November 2023
- ...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.49 KB (7,344 words) - 13:59, 22 August 2023
- ...he concrete. For the best results, the front screeds should have about an 8 inch (200 mm) roll of concrete in front of it. The second should have a sm ...straightedge behind all finishing operations. Any edge slump exceeding 3/8 inch (9 mm) should be corrected before the concrete sets. If continuing sl53 KB (8,429 words) - 10:18, 13 September 2023
- [[Category: Division 8]]15 KB (2,398 words) - 13:12, 26 July 2022
- ...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
- ...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
- | 5/8|| 19200 | 7/8|| 39,25045 KB (7,017 words) - 13:22, 26 July 2022
- <div align="right">25.8</div> <div align="right">26.8</div>30 KB (4,172 words) - 17:23, 3 January 2024
- ...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
- <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
- ...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
- ...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 hydrodemo84 KB (13,299 words) - 11:46, 19 January 2022
- ...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
- ...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