Search results
Jump to navigation
Jump to search
- 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 16 KB (873 words) - 14:24, 16 February 2022
- ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)9 KB (1,297 words) - 14:57, 11 October 2022
- <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed28 KB (3,726 words) - 16:02, 8 March 2023
- ...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]8 KB (1,143 words) - 11:10, 28 September 2023
- ...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 (1,593 words) - 13:11, 26 July 2022
- [[Category: Division 8]]6 KB (864 words) - 12:42, 19 January 2022
- ...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]]6 KB (900 words) - 18:00, 21 February 2024
- [[Category: Division 8]]6 KB (929 words) - 11:50, 19 January 2022
- <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. Concret33 KB (4,932 words) - 16:38, 12 May 2021
- :##Place bedding in maximum lifts of 8 to 12 inches using approved trench backfill material as indicated in the pr [[File:823-8.jpg|600px|thumb|center|'''Figure 8 - Pressure Test''']]18 KB (2,799 words) - 14:01, 27 September 2023
- ...ent while drawing it across the repair. Any high or low spots exceeding 1/8 inch will be corrected. Recheck after corrections are made. ...t no excess raveling or spalling occurs. All edging will be done with a 1/8 inch to 1/4 inch radius along the entire perimeter before texturing.23 KB (3,714 words) - 10:16, 13 September 2023
- * 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 st16 KB (2,323 words) - 17:47, 12 January 2022
- The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division33 KB (4,797 words) - 11:46, 25 April 2023
- ...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 (4,324 words) - 11:40, 25 April 2023
- ...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 to18 KB (2,669 words) - 16:33, 10 January 2024
- <center>8</center> <center>8</center>21 KB (3,052 words) - 16:41, 22 November 2023
- * 8-foot Aluminum Range Pole: Used in prodding for scour around culvert and for [[File:810-8.jpg|600px|thumb|center|'''Sign Cover Fully Contacting the Sign Reflective S18 KB (2,737 words) - 14:06, 27 September 2023
- .../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe ...supplier is in compliance with the regulations. MDOT’s Contract Services Division will receive and forward the liquid asphalt affidavit to the designated Off27 KB (4,137 words) - 11:15, 7 February 2024
- ...a cutting torch using a guide to assure a smoother chamber. A maximum of 1/8 inch land (shoulder) must be retained. If the end of the driven length of p ...needs to provide a 1/8 inch clear opening at the nearest point. When the 1/8 inch opening at the nearest point allows more than a 1/4 inch opening at ot32 KB (5,122 words) - 14:16, 29 February 2024
- ...applications without admixture or with Type A or D admixture or (i) 3- to 8-inch slump for tremie applications after the addition of Type F or G admixt ...iling further than the maximum unbraced lengths. See Figures 704-7 and 704-8 for cofferdam bracing using walers and struts.30 KB (4,732 words) - 15:44, 29 February 2024