Search results

Jump to navigation Jump to search
  • ...cutting torch using a guide to assure a smoother chamber. A maximum of 1/8 inch land (shoulder) will be retained. If the end of the driven length of ...nt will 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 ¼ inch opening at oth
    29 KB (4,632 words) - 15:32, 12 May 2021
  • .../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 Off
    28 KB (4,180 words) - 10:26, 26 October 2021
  • ...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>
    55 KB (7,294 words) - 12:40, 29 September 2021
  • ...further than the maximum unbraced lengths. See '''''Figures 704-7 and 704-8''''' for cofferdam bracing using walers and struts. [[File:Fig 704-8.png|thumbnail|500px|right|Figure 704-8: Typical cofferdam bracing with walers and struts]]
    29 KB (4,497 words) - 15:32, 12 May 2021
  • [[Category: Division 8]]
    15 KB (2,417 words) - 16:18, 12 May 2021
  • ...l vertical members are constructed plumb, with an allowable deviation of 1/8 inch in 3 feet. [[Category: Division 7]]
    19 KB (2,753 words) - 15:35, 12 May 2021
  • ...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 (5,128 words) - 08:44, 29 July 2013
  • | 5/8|| 19200 | 7/8|| 39,250
    46 KB (7,037 words) - 15:33, 12 May 2021
  • ...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]]
    40 KB (6,145 words) - 10:28, 25 October 2021
  • <center>8</center> <center>8</center>
    131 KB (20,134 words) - 14:32, 26 July 2021
  • ...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) - 13:43, 19 June 2017
  • ...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]]
    46 KB (6,975 words) - 10:10, 26 October 2021
  • ...t. The contractor may choose to establish their action limits at 5.5- and 8.0 percent. In other words, they are documenting that they will take action ...e department designated testing laboratory for final curing no sooner than 8 hours after final set of the concrete (final set is normally 4 to 6 hours a
    40 KB (6,303 words) - 07:41, 8 July 2014
  • ...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 hydrodemo
    84 KB (13,320 words) - 15:34, 12 May 2021

View (previous 20 | next 20) (20 | 50 | 100 | 250 | 500)