Search results
Jump to navigation
Jump to search
- Dowels between barrier and base are to be spaced 6 feet (2 m) center to center on each side. Check to see that the base concr [[Category: Division 8]]6 KB (929 words) - 11:50, 19 January 2022
- ...the membrane may be patched with additional membrane material overlapping 6 inches either side of the area to be patched. ...n the shotcrete should be avoided. The nozzleman must keep the nozzle 2 to 6 feet away from the surface and as near as perpendicular to the surface as p15 KB (2,249 words) - 18:23, 15 February 2024
- ...ock or hardpan is encountered, the trench should be excavated a minimum of 6 inches (150 mm) below the proposed bottom of the pipe and backfilled and co ...structure, a minimum opening of the entering pipe’s outside diameter plus 6 inches (150 mm) shall be cut into the receiving structure. A minimum 3 inc16 KB (2,323 words) - 17:47, 12 January 2022
- ...ntract Completion Date thru 179 days!! 1st Escalation of Accountability<br>6 Months (180 Days)!! 2nd Escalation of Accountability<br>9 Months (270 Days) [[Category:Division 1]]13 KB (1,768 words) - 11:05, 13 July 2023
- [[File:Fig711-06.png|200px|thumbnail|right|Figure 6 Bridge Barrier Railing, Thrie Beam Retrofit (Open Parapet Type Bridge Raili [[Category: Division 7]]7 KB (1,050 words) - 11:46, 19 January 2022
- ...en used in areas subject to future mowing. These areas include a 20 foot (6 m) strip along the top of the foreslope adjacent to the shoulder and everyw 1 on 2 on slopes less than 20 feet (6 m) in height will be seeded and mulched according to methods for treating f15 KB (2,398 words) - 13:12, 26 July 2022
- ...perations Environmental Engineer or the Supervising Engineer of the Design Division’s Utilities Drainage and Roadsides Section. ...termination and resolution will be reached in consultation with the Design Division, the Operations Environmental Engineer, and possibly the Assistant Attorney20 KB (3,034 words) - 15:47, 19 January 2022
- <center>6</center> ...([http://hct591jbosds790/wiki/index.php/File:601.07-1.jpg '''''Figure 601-6''''']) and submitted weekly, or more frequently, as judgment dictates. The21 KB (3,052 words) - 16:41, 22 November 2023
- ...ovals have been obtained, provide a copy to the Construction Field Service Division Resource Specialist for inclusion into the MiEnviro permit system. On March 6, 2013, the EGLE issued revised procedures for winter construction storm wat19 KB (2,830 words) - 17:02, 15 February 2024
- At locations where the combined depth of retained water or soil is less than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and ...cations where the combined depth of retained water or soil is greater than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and30 KB (4,732 words) - 15:44, 29 February 2024
- 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
- Intermediate saw cuts, used to reduce slab size more than 6 feet for hauling, should be recorded for payment purposes. Curb sections ...use of a straightedge not exceeding the length of the repair by more than 6 inches. The straightedge will be in contact with the existing pavement whi23 KB (3,714 words) - 10:16, 13 September 2023
- ...on MDOT roadways. If the vehicle is only successful in placing a 4 and/or 6 inch line, it will be certified to place material on non-freeway routes onl :*6 inch x 12 inch Aluminum Plates (6 inch x 16 inch Aluminum Plates for 12 inch Lines)56 KB (7,443 words) - 17:48, 9 October 2023
- ...'See Figure 5 for permitted variations in sectional dimensions, See Figure 6 for permitted variations in straightness. For welded members, see American <center>[[File:714 Fig 6.png|thumb|center|600px|Figure 714-6 - ASTM A6 permitted variations in straightness]]</center>19 KB (2,733 words) - 11:47, 19 January 2022
- :* 6-foot stick ruler [[File:823-6.jpg|600px|thumb|center|'''Figure 6 - Laying Pipe in Trench''']]18 KB (2,799 words) - 14:01, 27 September 2023
- * Rock core barrel – see Figure 6 for a rock core barrel example. [[File:Fig 718-6.png|600px|framed|center|Figure 6. Soft rock core barrel]]28 KB (4,324 words) - 11:40, 25 April 2023
- .../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 arran27 KB (4,137 words) - 14:31, 17 April 2024
- 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 Enginee50 KB (7,380 words) - 16:11, 1 April 2024
- [[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 follo32 KB (5,122 words) - 14:16, 29 February 2024
- <div id="601.03.B.6"></div> :: '''6.''' Water Measuring Equipment. Measure water by volume or weight. If36 KB (5,127 words) - 13:21, 26 July 2022