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• 816 - Turf Establishment
  ...tend to compact the soil. The soil should be loose and friable, at least 3 inches (75 mm) in depth, before placing topsoil. This is necessary to perm ...from the Qualified Products List. The blanket rolls will be a minimum of 3 feet (1 m) wide and will be placed with the netting on top and the wood fib
  15 KB (2,398 words) - 13:12, 26 July 2022
• 715 - Cleaning and Coating Existing Structural Steel
  The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th ...aste generator number. Hazardous Waste Manifests must be kept on file for 3 years from the date of shipment. A copy of the Generator Manifest must be
  33 KB (4,797 words) - 11:46, 25 April 2023
• 711 - Bridge Railings
  [[File:Fig711-03.png|200px|thumbnail|left|Figure 3 Bridge Barrier Railing, 2 Tube]] [[Category: Division 7]]
  7 KB (1,050 words) - 11:46, 19 January 2022
• 710 - Waterproofing and Protective Covers
  ...ement in terms of thickness and steel reinforcing pattern, but be at least 3 inches thick. After test panel placement, the concrete must be kept continu ...of the fresh concrete. Place shotcrete in accordance with section 710.03.D.3 of the Standard Specifications for Construction.
  15 KB (2,249 words) - 18:23, 15 February 2024
• 718 - Drilled Shafts
  ...o the hole during drilling operations. Any accumulated water greater than 3 inches at the bottom of the shaft must be pumped out prior to rebar and con ...ate.mi.us/public/specbook/files/2012/701%20PCC%20for%20Structures.pdf#page=3 Table 701-1A] in Section 701 of the Standard Specifications for Constructio
  28 KB (4,324 words) - 11:40, 25 April 2023
• Section 601 - Portland Cement Concrete for Pavements
  ...ent, provided the concrete is incorporated into the finished work at least 3 feet below the surface of the ground or is entirely under water. ...Ready Mixed Concrete Production Facilities Quality Control Manual, Section 3, “Plant Certification Check List” (the NRMCA checklist), or other Depar
  36 KB (5,127 words) - 13:21, 26 July 2022
• 102.17 Subletting Contract Work to Disadvantaged Business Enterprises (DBEs)
  .../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe 3. The DBE may lease tractors and trailers on a project; however, it must be
  27 KB (4,137 words) - 14:31, 17 April 2024
• 820 - Traffic Signals
  ...cold 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
• 714 - Temporary Structures and Approaches
  ...ning the vertical elements to support lateral earth pressures. See Figure 3 below for a typical soldier pile wall layout. <center>[[File:714 Fig 3.png|thumb|center|600px|Figure 714-3 - Typical soldier pile wall section]]</center>
  19 KB (2,733 words) - 11:47, 19 January 2022
• 709 - Timber Sturctures
  ...consist of sawn lumber 4 to 8 inches wide and 12 to 18 inches deep, spaced 3 feet or less apart. The deck is made from transverse timber planks. An ov ...This structure type can be used for clear spans up to 30 feet. See figure 3 for typical details of a stress laminated deck system.
  18 KB (2,669 words) - 16:33, 10 January 2024
• FieldManager
  [[File:IDR3.png|thumb|center|500px|Figure 101-3 - Sample IDR]] :3. The document names for original and revised IDRs must follow the current
  25 KB (3,668 words) - 12:17, 1 May 2024
• 811 - Permanent Pavement Markings
  ...given three (3) opportunities for each line width. After three (3) unsuccessful attempts for any line width, the equipment will be denied cer :'''The contractor will be allowed three (3) appointments to accomplish STEP 1 and STEP 2. If a vehicle cannot be certi
  56 KB (7,443 words) - 17:48, 9 October 2023
• 823 - Water Mains
  [[File:823-3.jpg|600px|thumb|center|'''Figure 3 - Valve Box''']] ...depth requirements shown on the plans. The minimum trench width should be 3 to 4 times the pipe diameter to allow for work on all sides of the pipe, un
  18 KB (2,799 words) - 14:01, 27 September 2023
• 603 - Concrete Pavement Restoration
  <center>≥ 3 days</center> ...the second and next to last measurement will each be made with 2 inches to 3 inches of the straightedge resting on the existing pavement. Any irregular
  23 KB (3,714 words) - 10:16, 13 September 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
• 704 - Steel Sheet Piling and Cofferdams
  ...tremie 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 ...ions. This interlock is durable and ideal for repeated use. See Figure 704-3 below for the ball and socket type interlock. Hot rolled sections are typic
  30 KB (4,732 words) - 15:44, 29 February 2024
• 109.07 Final Inspection, Acceptance, and Final Payment
  ...st to process weekly estimates is to be submitted to the Contract Services Division. ...ng that could be utilized on other MDOT projects. The Financial Operations Division, must be notified when all construction work is complete and accepted, but
  28 KB (4,153 words) - 15:37, 11 January 2024
• 102.02 Contents of Proposal - Progress Clause
  Delineator and 3# U-Channel Posts :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga
  14 KB (2,146 words) - 13:54, 29 November 2023
• Standard Naming Convention
  ...s/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as ...forms/GetDocument.htm?fileName=1903C.pdf 1903-C]||1903C YYYY-MM-DD 5E1 STA 3||Permanent||11/28/2023
  57 KB (6,792 words) - 10:37, 13 May 2024
• 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: 3. Changes in character or scope of the project. Examples of these types of c
  50 KB (7,380 words) - 16:11, 1 April 2024
• 713 - Bridge Rehabilitation, Steel
  It is important to note that cleaning and coating 3 feet each side of the centerline of the pin and hanger is included in the H [[Category: Division 7]]
  14 KB (2,289 words) - 17:29, 10 April 2023
• 401 - Culverts
  To prevent damage to the pipe, a minimum of 3 feet (1 meter) of cover must be maintained at all times, except when trimmi [[Category:Division 4]]
  15 KB (2,250 words) - 12:56, 4 October 2023
• 708 - Prestressed Concrete
  ...er for placement into the corresponding ProjectWise folder. See Figure 708.3 for more information on the fabrication inspection process. [[File:Fig_708.3.png|600px|thumbnail|center|Figure 708.3 – Structural Precast Concrete Fabrication Inspection Flowchart]]
  27 KB (4,105 words) - 11:45, 19 January 2022
• 205 - Roadway Earthwork
  ...usceptible to frost heave, such as silt, will not be placed within the top 3 feet (1 m) of subgrade when constructing embankments. ...ice from the embankment area. If the original ground contains more than 0.3 foot (90 mm) of frost within the limits of 1 on 1 slopes spreading outward
  78 KB (12,236 words) - 14:45, 21 September 2023
• 712 - Bridge Rehabilitation, Concrete
  ...o an edge depth of ½ inch, and the concrete is to be removed to a depth of 3 inches measured from the edge of the concrete surface. Ensure concrete is ...slump. During hot and windy weather, the Contractor may increase slump to 3 in to 4 in, as determined by the Engineer.
  84 KB (13,299 words) - 11:46, 19 January 2022
• 706 - Structural Concrete
  [[File:706-3.jpg|800px|thumb|center|'''Figure 706-3 Standard Forming Components''']] ...and spaced (as measured between beam centers) at approximately the 1/4 and 3/4 points for beam spacings less than 9 feet and at approximately the 1/6, 1
  49 KB (7,967 words) - 12:41, 27 February 2024
• 104.09 Lines, Grades, and Elevations
  [[File:Figure 104.01-3.JPG|thumb|center|600px|Topo Patterns]] ...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.)
  201 KB (30,214 words) - 14:43, 19 June 2017
• 705 - Foundation Piling
  [[File:Fig 705-3.png|thumb|center|600px|Figure 705-4 - Typical Nylon Hammer Cushions]] ...e used, then the pile should be driven until the pile reaches capacity for 3 consecutive inches or there are 12 blows in one inch.
  32 KB (5,122 words) - 14:16, 29 February 2024
• 707 - Structural Steel
  [[File:Fig707.3.png|900px|thumbnail|center|Figure 707.2 - Steel Fabrication Inspection Flow ...n records are stored in the project folder in ProjectWise. See Figure 707.3 for a sample inspection memorandum.
  45 KB (7,017 words) - 13:22, 26 July 2022
• 602 - Concrete Pavement Construction
  <center>3</center> * Broken or missing welds as shown in Figure 602-3.
  87 KB (13,988 words) - 15:30, 8 May 2024
• 501 - Plant Produced Hot Mix Asphalt
  <center>1-3/4 in.</center> <center>3 in.</center>
  139 KB (21,114 words) - 15:08, 30 January 2024
• Prevailing Wage
  ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ::::::::::::::Jobsite Poster Fig. 3
  63 KB (9,521 words) - 14:09, 1 April 2024

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