Search results

Jump to navigation Jump to search
  • [[Category: Division 8]]
    829 bytes (96 words) - 16:19, 12 May 2021
  • [[Category: Division 8]]
    785 bytes (89 words) - 16:20, 12 May 2021
  • [[Category: Division 8]]
    760 bytes (88 words) - 16:15, 12 May 2021
  • [[Category: Division 8]]
    795 bytes (91 words) - 16:16, 12 May 2021
  • [[Category: Division 8]]
    772 bytes (88 words) - 16:19, 12 May 2021
  • [[Category: Division 8]]
    764 bytes (86 words) - 16:18, 12 May 2021
  • [[Category: Division 8]]
    754 bytes (86 words) - 16:20, 12 May 2021
  • ...ll be assigned to MDOT. Refer to [[819 - Electrical and Lighting|Division 8]] of this manual for further information on electrical requirements on pump [[Category:Division 4]]
    2 KB (221 words) - 15:05, 6 May 2021
  • ...flat as possible. Obstructions on either side of the first 25 to 30 feet (8 to 10 m) of the drive should be removed whenever possible. ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne
    5 KB (725 words) - 16:13, 12 May 2021
  • [[Category: Division 8]]
    2 KB (229 words) - 16:19, 12 May 2021
  • [[Category: Division 8]]
    1 KB (196 words) - 16:20, 12 May 2021
  • <b>Chapter 8 (Nonconformance Process):</b> New chapter for existing SFU NCR Process that [[Category:Division 1]]
    2 KB (325 words) - 06:05, 3 August 2021
  • [[Category: Division 8]]
    2 KB (312 words) - 16:16, 12 May 2021
  • See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht [[Category: Division 8]]
    4 KB (565 words) - 16:15, 12 May 2021
  • <center>8</center> [[Category: Division 8]]
    6 KB (801 words) - 16:18, 12 May 2021
  • Natural stone or broken concrete - least dimension must be 8 inches (1200 mm). Plain precast must be 6 inches (150 mm) thick and 15 squ [[Category: Division 8]]
    4 KB (663 words) - 16:17, 12 May 2021
  • <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    41 KB (5,115 words) - 16:24, 23 November 2021
  • ...should be reported. Timber is not required to be cut in lengths less than 8 feet (2.4 m). Any discussion with adjacent property owners should be repor ...learing width is 8 feet (2.5 m) entirely within the ROW. Widths less than 8 feet (2.5 m) are to be used where possible. Trees, brush, shrubs, stumps a
    7 KB (1,110 words) - 14:54, 6 May 2021
  • [[Category: Division 8]]
    3 KB (447 words) - 16:17, 12 May 2021
  • An approved sign cover detail for [//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf Type 1 Signs] is pictured below. Examples of best p ...ignCover Type 1.jpg|center|600px|link=//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf]]
    7 KB (1,007 words) - 16:17, 12 May 2021
  • The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Point 8 was reworded as follows: “If the sample weight exceeds 2000 grams, it sh
    4 KB (560 words) - 14:14, 19 June 2017
  • [[Category: Division 8]]
    3 KB (486 words) - 16:14, 12 May 2021
  • A low slump concrete 1/8 inch (about 2 mm) will be needed for proper slipforming. Only an occasiona ...d before the concrete sets. For the balance of the curb, a tolerance of 3/8 inch in 10 foot (10 mm in 3 m) is permitted. If the slipform machine is fu
    12 KB (1,937 words) - 16:14, 12 May 2021
  • ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their d :e. Administrator of the Development Services Division (if a local agency project)
    10 KB (1,462 words) - 12:53, 10 June 2021
  • 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 1
    6 KB (886 words) - 15:01, 6 May 2021
  • ...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]
    6 KB (957 words) - 16:19, 12 May 2021
  • <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    28 KB (3,729 words) - 11:17, 23 April 2019
  • ...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 (1,594 words) - 14:56, 26 July 2013
  • 8 to 12 weeks 10 Gauge: 8 weeks<br>
    15 KB (2,171 words) - 14:38, 30 August 2021
  • [[Category: Division 8]]
    6 KB (882 words) - 16:15, 12 May 2021
  • [[Category: Division 8]]
    6 KB (950 words) - 16:14, 12 May 2021
  • <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. Concret
    33 KB (4,932 words) - 15:38, 12 May 2021
  • ...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]]
    8 KB (1,152 words) - 16:15, 12 May 2021
  • * 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 st
    16 KB (2,342 words) - 15:04, 6 May 2021
  • The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division
    33 KB (4,816 words) - 15:36, 12 May 2021
  • ...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 (7,327 words) - 16:01, 17 November 2021
  • ...for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the ...s/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as
    17 KB (2,561 words) - 07:11, 6 October 2021
  • ...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 (4,374 words) - 15:36, 12 May 2021
  • ...tilized on other MDOT projects. Rebecca Jones, in the Financial Operations Division, is to be notified via e-mail at [mailto:JonesR6@michigan.gov JonesR6@michi 8. Contractors must perform acceptable quality work in accordance with the co
    38 KB (5,593 words) - 14:56, 22 September 2021
  • ...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 to
    18 KB (2,642 words) - 15:34, 12 May 2021
  • ...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

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