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- Division 8 [[Category:Division 8]]26 members (1 subcategory, 0 files) - 16:49, 19 September 2023
- 0 members (0 subcategories, 0 files) - 15:48, 12 July 2013
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- Division 8 [[Category:Division 8]]26 members (1 subcategory, 0 files) - 16:49, 19 September 2023
- [[Category: Division 8]]655 bytes (74 words) - 12:46, 19 January 2022
- [[Category: Division 8]]622 bytes (70 words) - 12:47, 19 January 2022
- [[Category: Division 8]]607 bytes (69 words) - 11:50, 19 January 2022
- [[Category: Division 8]]609 bytes (68 words) - 13:07, 4 October 2023
- ...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]]1 KB (201 words) - 17:47, 12 January 2022
- [[Category: Division 8]]603 bytes (67 words) - 12:45, 19 January 2022
- ...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. Thickne5 KB (706 words) - 11:49, 19 January 2022
- [[Category: Division 8]]2 KB (199 words) - 15:46, 2 April 2024
- [[Category: Division 8]]2 KB (214 words) - 16:07, 2 April 2024
- [[Category: Division 8]]1 KB (177 words) - 12:47, 19 January 2022
- * Division 1 ** Table of Contents Division 1|Division 1 Table of Contents7 KB (920 words) - 07:15, 2 April 2024
- [[Category: Division 8]]2 KB (293 words) - 12:42, 19 January 2022
- 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 (545 words) - 12:41, 19 January 2022
- 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]]6 KB (879 words) - 11:44, 29 March 2023
- <center>8</center> [[Category: Division 8]]6 KB (797 words) - 17:08, 27 March 2023
- 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 (644 words) - 17:17, 19 September 2023
- ...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 a8 KB (1,133 words) - 12:01, 28 March 2023
- [[Category: Division 8]]3 KB (428 words) - 12:44, 19 January 2022
- 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 sh4 KB (560 words) - 15:14, 19 June 2017
- <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed67 KB (8,623 words) - 17:18, 11 April 2024
- [[Category: Division 8]]3 KB (465 words) - 11:50, 19 January 2022
- 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 fu12 KB (1,916 words) - 11:49, 19 January 2022
- 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
- The bulk of the information will typically be under the construction sub-division for each section. ...registered) can make a suggestion to the Content Manager for a particular division:10 KB (1,538 words) - 12:26, 22 August 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
- ...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
- ...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]9 KB (1,266 words) - 15:59, 2 April 2024
- [[Category: Division 8]]6 KB (864 words) - 12:42, 19 January 2022
- [[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
- ...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]]7 KB (988 words) - 10:53, 8 April 2024
- :##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
- .../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
- * 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 S19 KB (2,827 words) - 15:38, 2 April 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
- ...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>56 KB (7,443 words) - 17:48, 9 October 2023
- 8-12 weeks includes procurement and TSMO bench review :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga14 KB (2,146 words) - 13:54, 29 November 2023
- ...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.50 KB (7,380 words) - 16:11, 1 April 2024
- ...he concrete. For the best results, the front screeds should have about an 8 inch (200 mm) roll of concrete in front of it. The second should have a sm ...straightedge behind all finishing operations. Any edge slump exceeding 3/8 inch (9 mm) should be corrected before the concrete sets. If continuing sl53 KB (8,517 words) - 17:07, 10 April 2024
- [[Category: Division 8]]15 KB (2,398 words) - 13:12, 26 July 2022
- ...l vertical members are constructed plumb, with an allowable deviation of 1/8 inch in 3 feet. [[Category: Division 7]]19 KB (2,733 words) - 11:47, 19 January 2022
- ...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 (5,127 words) - 13:21, 26 July 2022
- | 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