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• 702 - Mortar and Grout
  ...ction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1). Water is added in amounts necessary to obtain the consis [[Category:Division 7]]
  5 KB (749 words) - 11:43, 19 January 2022
• Dev Page
  <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
  28 KB (3,726 words) - 16:02, 8 March 2023
• 404 - Underdrain
  ...tion for outlet endings is used). The Standard Plan R-80 series calls for 3 foot (900 mm) lengths for the concrete rings and 2 foot (600 mm) lengths ha [[Category:Division 4]]
  6 KB (843 words) - 17:47, 12 January 2022
• 808 - Fencing
  Line posts for chain link fence will be spaced at 10 foot (3 m) intervals. All end, corner, gate, angle (over 10 degrees deflection), i [[Category: Division 8]]
  6 KB (864 words) - 12:42, 19 January 2022
• 403 - Drainage Structures
  ...then laid in courses with mortar joints 0.5 inch (13 mm) thick ± 0.1 inch (3 mm). Mortar joints should be of uniform thickness throughout the structure [[Category:Division 4]]
  7 KB (999 words) - 17:47, 12 January 2022
• 402 - Storm Sewers
  ...at either end of a pipe, or a single fracture in the socket not exceeding 3 inches (75 mm) in width around the circumference of the pipe nor 2 inches ( * Blisters where the surface is broken or which project more than 1/8 inch (3 mm) above the surface.
  16 KB (2,323 words) - 17:47, 12 January 2022
• 108.10 Liquidated Damages
  :::(6.0 - 4.5) X 2.0 = 3.0 days ...re the Contractor will receive 6.0 days of extension, 3.0 without LD’s and 3.0 W/ LD’s. However, only 6 days were documented as lost due to weather.
  9 KB (1,338 words) - 10:01, 27 July 2022
• 719 - Earth Retaining Structures
  ...s Engineer must be contacted to inspect the reinforced soil mass area plus 3 feet after the subgrade is prepared and before the wall is constructed. Su [[File:Fig719-3.png|600px|framed|center|Figure 1. MSE wall]]
  9 KB (1,409 words) - 11:48, 19 January 2022
• 1002 - Contractor Quality Control for Concrete
  ! colspan="3" | ! colspan="3" |
  30 KB (4,172 words) - 17:23, 3 January 2024
• 804 - Concrete Barriers and Glare Screens
  Top surface of barrier is to be checked with 10 feet (3 m) straightedge behind slipform machine. [[Category: Division 8]]
  6 KB (929 words) - 11:50, 19 January 2022
• 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
• 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
• 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
• 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

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