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• Section 701 - Portland Cement Concrete for Structures
  ...t use de-foaming (air- detraining) admixtures. Furnish concrete containing 5.0 to 8.0 percent entrained air, except as follows: ::'''1.''' Provide an entrained air content of 5.5 to 8.5 percent for concrete containing Type F or Type G admixtures;
  12 KB (1,593 words) - 13:11, 26 July 2022
• 1003 - Quality Assurance (Acceptance) for Concrete
  '''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used. '''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used.
  26 KB (3,908 words) - 11:41, 10 January 2024
• 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>5</center> <center>5</center>
  21 KB (3,052 words) - 16:41, 22 November 2023
• 104.07 Contractor Obligations
  ...erformance for Class 2 or 3 risk exposure, except as provided in paragraph 5. A person designated by the employer to be responsible for worker safety sh [[Category:Division 1]]
  13 KB (1,841 words) - 11:18, 13 July 2023
• 811 - Permanent Pavement Markings
  ...ents to the equipment and rescheduling an appointment no sooner than five (5) business days from the previous attempt. ...ents to the equipment and rescheduling an appointment no sooner than five (5) business days from the previous attempt if certification for MDOT routes i
  56 KB (7,443 words) - 17:48, 9 October 2023
• Division 7 Supplemental Information
  <center><span STYLE="font: 40pt arial;">'''Division 7 Supplemental Information'''</span></center> ...Bridge Decks Concrete Depth Measurements, for all bridge deck pours. See Division 706 of the Construction Manual for a sample form and instructions. Concret
  33 KB (4,932 words) - 16:38, 12 May 2021
• 603 - Concrete Pavement Restoration
  ...ill be epoxy coated, #10 x 18 inches long. Lane tie bars will be straight #5 deformed bars x 18 inches long. ...urry be discharged within 100 feet of any natural stream or lake or within 5 feet of a water-filled ditch. Nor should it be allowed to enter a closed dr
  23 KB (3,714 words) - 10:16, 13 September 2023
• 713 - Bridge Rehabilitation, Steel
  ...ately after the sealant is applied, ensure the sealant is tooled to form a 5/16 inch fillet and force it against the contact surface. Sufficient sealant [[Category: Division 7]]
  14 KB (2,289 words) - 17:29, 10 April 2023
• 706 - Structural Concrete
  [[File:706-5.png|800px|thumb|center|'''Figure 706-5 - Form 1138 Example''']] ...s for beam spacings less than 9 feet and at approximately the 1/6, 1/2 and 5/6 points for beam spacings 9 feet and over.
  49 KB (7,967 words) - 12:41, 27 February 2024
• 1002 - Contractor Quality Control for Concrete
  NUMBER OF SAMPLES n = 5 <center>'''S = Square Root [9.14/(5-1)] = Square Root (2.29) = 1.5'''</center>
  30 KB (4,172 words) - 17:23, 3 January 2024
• FieldManager
  [//{{SERVERNAME}}/images_construction/5/5a/Managing_Info_Tech_Mobile_Inspector_within_FieldManager.pdf Mobile Inspe ...eldManager Volume Purchase Agreement. Contact MDOT’s Business Development Division at 517-241-4806 for details.
  25 KB (3,668 words) - 12:17, 1 May 2024
• 704 - Steel Sheet Piling and Cofferdams
  [[File:704-5.JPG|thumbnail|300px|center|Figure 704-4: Hook and grip sheet interlock for ...Steel sheet piling is driven via impact force from the ram. See Figure 704-5 for a typical impact hammer set up.
  30 KB (4,732 words) - 15:44, 29 February 2024
• Section 601 - Portland Cement Concrete for Pavements
  ...artment will not reject concrete, based solely on an air content less than 5.0 percent, provided the concrete is incorporated into the finished work at ...ces (including water meters) in accordance with Item 2.5.3 and Item 2.5.4 of the NRMCA checklist, or other Department-approved program requireme
  36 KB (5,127 words) - 13:21, 26 July 2022
• 705 - Foundation Piling
  ...ons and/or end bearing in rock. A typical HP pile point is shown in Figure 5 below. Typical pile points for CIP piles are shown in Figure 705-2. [[File:Fig 705-5.png|thumb|center|600px|Figure 705-2a - Typical HP section pile points]]
  32 KB (5,122 words) - 14:16, 29 February 2024
• 602 - Concrete Pavement Construction
  <center>5</center> ...they arrive on 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, 60
  87 KB (13,988 words) - 15:30, 8 May 2024
• 205 - Roadway Earthwork
  ...ipment. It also includes excavation of all boulders 0.5 yd³ (0.5 m³) or more in volume. Rock in the excavation will be removed t ...to 1.2 m) in the southern and central parts of the state and to 5 feet (1.5 m) in the northern, depending on conditions.
  78 KB (12,236 words) - 14:45, 21 September 2023
• 712 - Bridge Rehabilitation, Concrete
  ...the deck surface to the mid-point of the top mat of steel (approximately 1.5”). This type of patch will utilize a Latex Modified Concrete (LMC) for r Coat the exposed structural steel after the SSPC-SP3 cleaning with 5 to 10 mils of aluminum-filled epoxy mastic before placing concrete.
  84 KB (13,299 words) - 11:46, 19 January 2022
• 104.09 Lines, Grades, and Elevations
  ...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.) ...more time on the computer generating offset coordinates, ('''''Figure 104-5''''').
  201 KB (30,214 words) - 14:43, 19 June 2017
• 501 - Plant Produced Hot Mix Asphalt
  <center>5</center> Do vibratory rollers have automatic shutoff when speed is less than .5 mph?
  139 KB (21,114 words) - 15:08, 30 January 2024

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