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• 102.19 Evaluation of Contractor Performance and Contract Non-Compliance
  ...icable for trunkline projects with final completion dates on or after June 5, 2024. ...to local agency jobs and MDOT jobs with final completion dates before June 5, 2024.
  20 KB (2,842 words) - 13:29, 4 October 2023
• 710 - Waterproofing and Protective Covers
  ...e concrete must be kept continuously wet and above 40 degrees for at least 5 days. Five cores must then be taken from the panel and tested in accordance Keep test panels continuously moist and above 40°F for 5 days after shotcrete application. Remove at least five cores from the test
  15 KB (2,249 words) - 18:23, 15 February 2024
• 401 - Culverts
  ...’s marks designating the top and bottom of the pipe shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. ...ng ability of corrugated metal pipe (CMP). A desirable minimum slope of 0.5 percent is suggested for CMP culverts. Every means should be taken to prov
  15 KB (2,250 words) - 12:56, 4 October 2023
• 816 - Turf Establishment
  ...Slopes on the low side of superelevated pavements with superelevations of 5 percent and less, and tilted pavement of two or more lanes, will be set up [[Category: Division 8]]
  15 KB (2,398 words) - 13:12, 26 July 2022
• 718 - Drilled Shafts
  * Muck or clean out bucket – see Figures 4 and 5 for a muck bucket example. [[File:Fig 718-5.png|600px|framed|center|Figure 5. Muck bucket bottom]]
  28 KB (4,324 words) - 11:40, 25 April 2023
• 103.02 Contract Revisions
  In accordance with 23 CFR 635.102 and 23 CFR 635.120, FHWA’s Michigan Division has further clarified the definition of major changes as noted below: 5. Any changes to incentive requirements, liquidated damages, A+B provisions,
  50 KB (7,380 words) - 16:11, 1 April 2024
• 823 - Water Mains
  [[File:823-5.jpg|600px|thumb|center|'''Figure 5 - Hydrant Installation, with Gate Valve''']] ...veyor has provided stakes for the work. Typically survey stakes are offset 5 and 10 feet from the centerline of the work. There is potential that paint
  18 KB (2,799 words) - 14:01, 27 September 2023
• Section 701 - Portland Cement Concrete for Structures
  ...t use de-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
• 1003 - Quality Assurance (Acceptance) for Concrete
  '''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used. '''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used.
  26 KB (3,908 words) - 11:41, 10 January 2024
• Processing Sewage/Storm Water Damage Claims
  ...perations Environmental Engineer or the Supervising Engineer of the Design Division’s Utilities Drainage and Roadsides Section. ...termination and resolution will be reached in consultation with the Design Division, the Operations Environmental Engineer, and possibly the Assistant Attorney
  20 KB (3,034 words) - 15:47, 19 January 2022
• 1004 - Portland Cement Concrete Mixtures
  <center>5</center> <center>5</center>
  21 KB (3,052 words) - 16:41, 22 November 2023
• 104.07 Contractor Obligations
  ...erformance for Class 2 or 3 risk exposure, except as provided in paragraph 5. A person designated by the employer to be responsible for worker safety sh [[Category:Division 1]]
  13 KB (1,841 words) - 11:18, 13 July 2023
• 811 - Permanent Pavement Markings
  ...ents to the equipment and rescheduling an appointment no sooner than five (5) business days from the previous attempt. ...ents to the equipment and rescheduling an appointment no sooner than five (5) business days from the previous attempt if certification for MDOT routes i
  56 KB (7,443 words) - 17:48, 9 October 2023
• 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
• 603 - Concrete Pavement Restoration
  ...ill be epoxy coated, #10 x 18 inches long. Lane tie bars will be straight #5 deformed bars x 18 inches long. ...urry be discharged within 100 feet of any natural stream or lake or within 5 feet of a water-filled ditch. Nor should it be allowed to enter a closed dr
  23 KB (3,714 words) - 10:16, 13 September 2023
• 713 - Bridge Rehabilitation, Steel
  ...ately after the sealant is applied, ensure the sealant is tooled to form a 5/16 inch fillet and force it against the contact surface. Sufficient sealant [[Category: Division 7]]
  14 KB (2,289 words) - 17:29, 10 April 2023
• 706 - Structural Concrete
  [[File:706-5.png|800px|thumb|center|'''Figure 706-5 - Form 1138 Example''']] ...s for beam spacings less than 9 feet and at approximately the 1/6, 1/2 and 5/6 points for beam spacings 9 feet and over.
  49 KB (7,967 words) - 12:41, 27 February 2024
• 1002 - Contractor Quality Control for Concrete
  NUMBER OF SAMPLES n = 5 <center>'''S = Square Root [9.14/(5-1)] = Square Root (2.29) = 1.5'''</center>
  30 KB (4,172 words) - 17:23, 3 January 2024
• FieldManager
  [//{{SERVERNAME}}/images_construction/5/5a/Managing_Info_Tech_Mobile_Inspector_within_FieldManager.pdf Mobile Inspe ...eldManager Volume Purchase Agreement. Contact MDOT’s Business Development Division at 517-241-4806 for details.
  25 KB (3,668 words) - 12:17, 1 May 2024
• 704 - Steel Sheet Piling and Cofferdams
  [[File:704-5.JPG|thumbnail|300px|center|Figure 704-4: Hook and grip sheet interlock for ...Steel sheet piling is driven via impact force from the ram. See Figure 704-5 for a typical impact hammer set up.
  30 KB (4,732 words) - 15:44, 29 February 2024

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