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• 201 - Clearing
  ...or Construction defines marketable timber as having at least a diameter of 6 inches (150 mm) at a point 4-1/2 feet (1.4 m) above ground. On easement RO Type I - Stumps will be cut off at an elevation not more than 6 inches (150 mm) above the existing ground, and application of a growth prev
  8 KB (1,133 words) - 12:01, 28 March 2023
• Division 2 Supplemental Information
  <center><span STYLE="font: 40pt arial;">'''Division 2 Supplemental Information'''</span></center> :Waste Management Division
  9 KB (1,330 words) - 14:21, 23 September 2021
• 703 - Mortar and Concrete Patching Repair and Resurfacing Mixes
  There are 6 types of structures patching mixtures listed in [http://mdotcf.state.mi.us/ [[Category: Division 7]]
  6 KB (791 words) - 11:43, 19 January 2022
• Plans, Proposal, Input, Review and Evaluation
  :6. Local Agency Project Stakeholders&nbsp;&nbsp;(County, city, township, vill [[Category:Division 1]]
  7 KB (1,055 words) - 11:29, 14 July 2020
• 815 - Landscaping
  <center>6</center> [[Category: Division 8]]
  6 KB (797 words) - 17:08, 27 March 2023
• 204 - Removing Miscellaneous Structures and Materials
  ...evel with earth containing not more than 2 percent fieldstone in excess of 6 inches (150 mm) in diameter. ...tion with earth containing not more than 2 percent fieldstone in excess of 6 inches (150 mm) in diameter.
  10 KB (1,390 words) - 10:07, 13 September 2023
• 401 - Culverts
  ...and shall completely fill the holes. Rivets shall be spaced not more than 6 inches (150 mm) apart circumferentially. In 12 inch (300 mm) diameter pipe ...encountered in the culvert trench, it should be excavated to a minimum of 6 inches (150 mm) below the proposed bottom of the pipe, backfilled with Gran
  15 KB (2,250 words) - 12:56, 4 October 2023
• Final Project Review
  ...vailable with the Construction Contracts Unit, Construction Field Services Division. ...of work. Continue to select one of the largest dollar value items in each division of work to include all the following as applicable:
  19 KB (2,779 words) - 17:01, 6 November 2023
• Division 7 Supplemental Information
  <center><span STYLE="font: 40pt arial;">'''Division 7 Supplemental Information'''</span></center> ...e coordinated with the Standard Specifications for Construction, Divisions 6 and 7 of the Construction Manual, Special Provision 12SP604B QUALITY CONTRO
  33 KB (4,932 words) - 16:38, 12 May 2021
• E-Construction
  ...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 | [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo wit
  12 KB (1,824 words) - 16:49, 18 April 2024
• 804 - Concrete Barriers and Glare Screens
  Dowels between barrier and base are to be spaced 6 feet (2 m) center to center on each side. Check to see that the base concr [[Category: Division 8]]
  6 KB (929 words) - 11:50, 19 January 2022
• 710 - Waterproofing and Protective Covers
  ...the membrane may be patched with additional membrane material overlapping 6 inches either side of the area to be patched. ...n the shotcrete should be avoided. The nozzleman must keep the nozzle 2 to 6 feet away from the surface and as near as perpendicular to the surface as p
  15 KB (2,249 words) - 18:23, 15 February 2024
• 402 - Storm Sewers
  ...ock or hardpan is encountered, the trench should be excavated a minimum of 6 inches (150 mm) below the proposed bottom of the pipe and backfilled and co ...structure, a minimum opening of the entering pipe’s outside diameter plus 6 inches (150 mm) shall be cut into the receiving structure. A minimum 3 inc
  16 KB (2,323 words) - 17:47, 12 January 2022
• 711 - Bridge Railings
  [[File:Fig711-06.png|200px|thumbnail|right|Figure 6 Bridge Barrier Railing, Thrie Beam Retrofit (Open Parapet Type Bridge Raili [[Category: Division 7]]
  7 KB (1,050 words) - 11:46, 19 January 2022
• Project Closeout Escalation of Accountability
  ...ntract Completion Date thru 179 days!! 1st Escalation of Accountability<br>6 Months (180 Days)!! 2nd Escalation of Accountability<br>9 Months (270 Days) [[Category:Division 1]]
  13 KB (1,768 words) - 11:05, 13 July 2023
• 807 - Guardrail, Guardrail Terminals, and Miscellaneous Posts
  ...foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied. [[Category: Division 8]]
  7 KB (988 words) - 10:53, 8 April 2024
• 816 - Turf Establishment
  ...en used in areas subject to future mowing. These areas include a 20 foot (6 m) strip along the top of the foreslope adjacent to the shoulder and everyw 1 on 2 on slopes less than 20 feet (6 m) in height will be seeded and mulched according to methods for treating f
  15 KB (2,398 words) - 13:12, 26 July 2022
• 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>6</center> ...([http://hct591jbosds790/wiki/index.php/File:601.07-1.jpg '''''Figure 601-6''''']) and submitted weekly, or more frequently, as judgment dictates. The
  21 KB (3,052 words) - 16:41, 22 November 2023
• 704 - Steel Sheet Piling and Cofferdams
  At locations where the combined depth of retained water or soil is less than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and ...cations where the combined depth of retained water or soil is greater than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and
  30 KB (4,732 words) - 15:44, 29 February 2024

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