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• Division 3 Supplemental Information
  <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center> [[Category:Division 3]]
  288 bytes (30 words) - 10:14, 13 September 2023

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• Division 3 Supplemental Information
  <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center> [[Category:Division 3]]
  288 bytes (30 words) - 10:14, 13 September 2023
• Final Project Review Report
  ...d access reports can be found in the [//{{SERVERNAME}}/images_construction/3/32/Final_Project_Review_Report_User_Guide_9-2020.pdf Final Project Review R [[Category:Division 1]]
  624 bytes (87 words) - 08:57, 5 January 2022
• Holiday Traffic Safety Provisions
  <center>3:00 pm, Friday, 05/22/20 <center>3:00 pm, Thursday, 07/02/20
  5 KB (579 words) - 12:33, 14 March 2022
• MDOT DENSITY TESTING AND INSPECTION MANUAL
  The Construction Field Services (CFS) Division has revised the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDO *I.A.7 (pg. 3)
  2 KB (239 words) - 14:49, 21 September 2023
• Hot Mix Asphalt Production Manual
  The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Aggregate Requirements-Subsection 3: Added new note “AWI will not be assigned to previously approved mix des
  4 KB (560 words) - 15:14, 19 June 2017
• 308 - Geotextiles for Base
  [[Category:Division 3]]
  636 bytes (71 words) - 16:59, 12 January 2022
• 203 - Removing Drainage Structures, Culverts, and Sewers
  ...evation at least 3 feet (1 m) below the final pavement surface or at least 3 feet (1 m) below the final ground elevation. ...ld extend from the inner wall of the drainage structure at least 1 foot (0.3 m) into the pipe.
  2 KB (304 words) - 10:05, 13 September 2023
• 306 - Aggregate Surface Course
  [[Category:Division 3]]
  1 KB (153 words) - 16:58, 12 January 2022
• 109.04 Progress and Partial Payments
  | colspan="3" | | colspan="3" |
  4 KB (456 words) - 09:22, 11 July 2023
• 806 - Bicycle Paths
  See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht ...m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.
  4 KB (545 words) - 12:41, 19 January 2022
• 303 - Open Graded Drainage Course
  [[Category:Division 3]]
  2 KB (223 words) - 16:43, 12 January 2022
• FHWA’s Risk-Based Project Involvement (RBPI) Stewardship & Oversight Plan (S&O Plan)
  '''Below is a copy of the 2024 RBPI project list as of 1/3/24:''' ..._Risk_Based_Project_Involvement_Guidance_September_2021_FINAL.pdf Michigan Division Risk Based Project Involvement Guidance Document].
  2 KB (296 words) - 15:37, 3 January 2024
• Section 701 - Portland Cement Concrete for Structures
  <div id="701.03.A.3"></div> ::'''3.''' Concrete mixing requirements of subsection [[Section 601 - Portland C
  12 KB (1,593 words) - 13:11, 26 July 2022
• 802 - Concrete Curb, Gutter, and Dividers
  ...orting the string line may have to be placed as close together as 10 foot (3 m) to ensure a smooth curve. The string line should be visually checked to ...of the Standard Specifications for Construction (also see '''''Figure 802-3'''''). When a curb is placed adjacent to a concrete pavement or base cours
  12 KB (1,916 words) - 11:49, 19 January 2022
• 204 - Removing Miscellaneous Structures and Materials
  ...e plans to be removed, will be entirely removed or broken down to at least 3 feet (1 m) below final ground elevation and/or final pavement surface. ...ructures not interfering with new construction will be removed to at least 3 feet (1 m) below the pavement surface within the limits of the roadbed, and
  10 KB (1,390 words) - 10:07, 13 September 2023
• 813 - Slope Protection
  ...or broken concrete - length or width must be 16 inches (400 mm). Ratio of 3 to 1 for maximum to minimum dimension. Heavy precast must be 16 inches (40 Dimensions same as for plain riprap. Spaces filled with Type R-3 mortar.
  4 KB (644 words) - 17:17, 19 September 2023
• 502 - HMA Crack Treatment
  b. Micro-Surfacing Preparation – Industry recommends a delay period of 3 days between overband pretreatment and placement of micro-surfacing. [[Category:Division 5]]
  2 KB (335 words) - 18:15, 15 December 2021
• 801 - Concrete Driveways
  ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne | colspan="3" |
  5 KB (706 words) - 11:49, 19 January 2022
• 301 - Subbase
  [[Category:Division 3]]
  3 KB (427 words) - 14:12, 16 February 2022
• 814 - Paved Ditches
  <center>3</center> [[Category: Division 8]]
  3 KB (428 words) - 12:44, 19 January 2022

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