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• 823 - Water Mains
  [[File:823-4.jpg|600px|thumb|center|'''Figure 4 - Corporation Stop with Double Strap Saddle''']] :* 4-foot level
  18 KB (2,799 words) - 14:01, 27 September 2023
• 710 - Waterproofing and Protective Covers
  ...ust be greater than 40 degrees prior to beginning surface preparation. The 4 hour requirement may be adjusted accordingly to meet the temperature limita [[Category: Division 7]]
  15 KB (2,249 words) - 18:23, 15 February 2024
• Section 601 - Portland Cement Concrete for Pavements
  ...s (including water meters) in accordance with Item 2.5.3 and Item 2.5.4 of the NRMCA checklist, or other Department-approved program requirement <div id="601.03.A.4"></div>
  36 KB (5,127 words) - 13:21, 26 July 2022
• Division 7 Supplemental Information
  <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) - 16:38, 12 May 2021
• 709 - Timber Sturctures
  ...lulam 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. Th ...ing is important to ensure that the member is correctly placed. See Figure 4 for an example of a product quality mark.
  18 KB (2,669 words) - 16:33, 10 January 2024
• 603 - Concrete Pavement Restoration
  ...the repairs to be removed. The minimum concrete pavement patch length is 4 feet. However, additional patch length is recommended in faulted pavement s ...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
• 719 - Earth Retaining Structures
  [[File:Fig719-4.png|600px|framed|center|Figure 3. Reinforced concrete counterfort semi-grav [[File:Fig719-5.png|600px|framed|center|Figure 4. Reinforced concrete cantilever semi-gravity wall.]]
  9 KB (1,409 words) - 11:48, 19 January 2022
• 811 - Permanent Pavement Markings
  ...to work 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 r ...e operator was successful in STEP 1 and is successful in placing the four (4) inch line, but unsuccessful at the six (6) inch line width (after three at
  56 KB (7,443 words) - 17:48, 9 October 2023
• 705 - Foundation Piling
  ...e maximum energy is simply the mass of ram X the height of stroke. Example 4,000 Lbs. ram X 10 Ft stroke = 40,000 ft·Lbs. The cushion and other factors ...sin), or special alloyed nylon blocks with aluminum layers. See Figure 705-4 for typical nylon hammer cushions.
  32 KB (5,122 words) - 14:16, 29 February 2024
• 704 - Steel Sheet Piling and Cofferdams
  ...ct bracings and other structural members to the steel sheet piling, with 1/4” being the minimum weld size required per table 707-1 of the Standard Spe ...ct bracings and other structural members to the steel sheet piling, with 1/4" being the minimum weld size required per table 707-1 of the Standard Speci
  30 KB (4,732 words) - 15:44, 29 February 2024
• 1004 - Portland Cement Concrete Mixtures
  <center>4</center> <center>4</center>
  21 KB (3,052 words) - 16:41, 22 November 2023
• Local Agency Program (LAP)
  ...ersight (S&O) Agreement] detailing the arrangement between FHWA’s Michigan Division and MDOT regarding agency roles and responsibilities with respect to federa ...d forward the contract modification and letter to the Financial Operations Division.
  30 KB (4,182 words) - 18:40, 13 December 2023
• 104.07 Contractor Obligations
  [[File:Worker Visibility 4 - 01-2020.jpg|275px|Safety Vests]] [[Category:Division 1]]
  13 KB (1,841 words) - 11:18, 13 July 2023
• 810 - Permanent Traffic Signs and Supports
  * Lasers & Levels (4 foot levels for checking plumb of Posts and/or Uprights) * 4-foot Level: Used for checking plumbness of non-tapered vertical supports/po
  19 KB (2,827 words) - 15:38, 2 April 2024
• 713 - Bridge Rehabilitation, Steel
  ...ctor does not apply load until the grout reaches a compressive strength of 4,000 psi. [[Category: Division 7]]
  14 KB (2,289 words) - 17:29, 10 April 2023
• 718 - Drilled Shafts
  * Muck or clean out bucket – see Figures 4 and 5 for a muck bucket example. [[File:Fig 718-4.png|600px|framed|center|Figure 4. Muck bucket]]
  28 KB (4,324 words) - 11:40, 25 April 2023
• 402 - Storm Sewers
  [[Category:Division 4]]
  16 KB (2,323 words) - 17:47, 12 January 2022
• 401 - Culverts
  [[Category:Division 4]]
  15 KB (2,250 words) - 12:56, 4 October 2023
• 712 - Bridge Rehabilitation, Concrete
  ...hand chipping involves chipping to ¾” below top mat or more (approximately 4” to full depth). This type of patch may be repaired with the LMC; however ...been soaked for at least 12 hours, to exposed concrete surfaces. Place a 4 mil thick layer of polyethylene over the burlap to preserve the moisture in
  84 KB (13,299 words) - 11:46, 19 January 2022
• Prevailing Wage
  ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ...in cash, or a combination of the above methods with an explanation in Box (4)(c). If fringe benefits are paid to an approved plan, a detailed breakdown
  63 KB (9,521 words) - 14:09, 1 April 2024

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