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• 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 ...Payrolls ||Certified Payrolls 401||(Stored in LCP Tracker)||Wage and Hour Division (WHD)||[http://www.dol.gov/whd/forms/wh347instr.htm WH-347]||WH347 YYYY-MM-
  57 KB (6,792 words) - 10:37, 13 May 2024
• 823 - Water Mains
  [[File:823-7.jpg|600px|thumb|center|'''Figure 7 - Water Main with Gate Valves, Tee and Reducer''']] [[Category: Division 8]]
  18 KB (2,799 words) - 14:01, 27 September 2023
• 706 - Structural Concrete
  ...at least remain in place until the entire concrete deck has completed its 7-day wet cure. [[File:706-7.png|800px|thumb|center|'''Figure 706-7''']]
  49 KB (7,967 words) - 12:41, 27 February 2024
• 705 - Foundation Piling
  ...s subject to the approval of the MDOT [http://www.michigan.gov/mdot/0,4616,7-151-9623_26663_27303-269622--,00.html Geotechnical Services Section] area b The [http://www.michigan.gov/mdot/0,4616,7-151-9623_26663_27303-269622--,00.html Geotechnical Services Section] will p
  32 KB (5,122 words) - 14:16, 29 February 2024
• 709 - Timber Sturctures
  [[Category: Division 7]]
  18 KB (2,669 words) - 16:33, 10 January 2024
• 712 - Bridge Rehabilitation, Concrete
  ...rease the service of the bridge. The [http://www.michigan.gov/mdot/0,4616,7-151-9622_11044_11367-243045--,00.html MDOT Project Scoping Manual] offers e ...ith the LMC; however the special provision for Bridge Deck Surface Repair (7 sack) mix or Grade D may be substituted for the LMC with the Engineer’s a
  84 KB (13,299 words) - 11:46, 19 January 2022
• Prevailing Wage
  ...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. ** [https://www.michigan.gov/leo/0,5863,7-336-94422_11407_30453-174563--,00.html MIOSHA Poster]
  63 KB (9,521 words) - 14:09, 1 April 2024
• 708 - Prestressed Concrete
  :*Minor Damages (spalls, cracks, broken corners, etc.) See Figure 708.7 through Figure 708.8 for examples of minor damages [[File:Fig_708.7.png|600px|thumbnail|center|Figure 708.7 – Minor damage – broken corner at end of PCI girder]]
  27 KB (4,105 words) - 11:45, 19 January 2022
• 1002 - Contractor Quality Control for Concrete
  <div align="right">23.7</div> #* 1/2 - 3 - 7 - 28 day strengths
  30 KB (4,172 words) - 17:23, 3 January 2024
• 104.09 Lines, Grades, and Elevations
  ...he actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.) | From MP to Sta 9+27.74 to 9+50 || 22.26 || 0.028648 || 0.63773 || 0° 38' 15.7"
  201 KB (30,214 words) - 14:43, 19 June 2017
• 707 - Structural Steel
  ...ecbook/files/2012/707%20Str%20Steel%20Construction.pdf subsection 707.03.D.7.c of the MDOT Standard Specifications for Construction]. This testing is d | 7/8|| 39,250
  45 KB (7,017 words) - 13:22, 26 July 2022
• 501 - Plant Produced Hot Mix Asphalt
  <center>7</center> ...ht; padding-left: 10px;">[[File:Fig502-7.jpg|thumb|center|600px|Figure 502-7 - Joint Matching Shoe for Slope Control]]</div>
  139 KB (21,114 words) - 15:08, 30 January 2024
• Section 601 - Portland Cement Concrete for Pavements
  <div id="601.03.B.7"></div> :: '''7.''' Mixers. Provide Department-approved batch mixers meeting the require
  36 KB (5,127 words) - 13:21, 26 July 2022
• 602 - Concrete Pavement Construction
  <center>7</center> ...a project. Straight Tie Bar examples (See Figure 602-4, 602-5, 602-6, 602-7). Bent Tie Bar examples (See Figures 602-8, 602-9, 602-10, 602-11, 602-12,
  87 KB (13,988 words) - 15:30, 8 May 2024

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