Search results
Jump to navigation
Jump to search
- | 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