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821 - Preservation of Land Monuments and Property Corners
[[Category: Division 8]]

655 bytes (74 words) - 11:46, 19 January 2022
822 - Ground or Cut Centerline and Shoulder Corrugations
[[Category: Division 8]]

622 bytes (70 words) - 11:47, 19 January 2022
805 - Hot Mix Asphalt Curb
[[Category: Division 8]]

607 bytes (69 words) - 10:50, 19 January 2022
825 - Sanitary Sewer Systems
[[Category: Division 8]]

609 bytes (68 words) - 12:07, 4 October 2023
405 - Pump Station Construction
...ll be assigned to MDOT. Refer to [[819 - Electrical and Lighting|Division 8]] of this manual for further information on electrical requirements on pump [[Category:Division 4]]

1 KB (201 words) - 16:47, 12 January 2022
817 - Landscape Mowing
[[Category: Division 8]]

603 bytes (67 words) - 11:45, 19 January 2022
819 - Electrical and Lighting
[[Category: Division 8]]

950 bytes (119 words) - 11:16, 30 August 2023
801 - Concrete Driveways
...flat as possible. Obstructions on either side of the first 25 to 30 feet (8 to 10 m) of the drive should be removed whenever possible. ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne

5 KB (706 words) - 10:49, 19 January 2022
824 - Contractor Staking
[[Category: Division 8]]

1 KB (177 words) - 11:47, 19 January 2022
Structural Fabrication Quality Manual
<b>Chapter 8 (Nonconformance Process):</b> [[Category:Division 1]]

2 KB (303 words) - 13:03, 18 July 2023
809 - Field Office
[[Category: Division 8]]

2 KB (293 words) - 11:42, 19 January 2022
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 [[Category: Division 8]]

4 KB (545 words) - 11:41, 19 January 2022
812 - Temporary Traffic Control for Construction Zone Operations
An approved sign cover detail for [//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf Type 1 Signs] is pictured below. Examples of best p ...ignCover Type 1.jpg|center|600px|link=//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf]]

6 KB (879 words) - 10:44, 29 March 2023
815 - Landscaping
<center>8</center> [[Category: Division 8]]

6 KB (797 words) - 16:08, 27 March 2023
813 - Slope Protection
Natural stone or broken concrete - least dimension must be 8 inches (1200 mm). Plain precast must be 6 inches (150 mm) thick and 15 squ [[Category: Division 8]]

4 KB (644 words) - 16:17, 19 September 2023
Main Page
<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed

55 KB (7,186 words) - 13:12, 29 November 2023
201 - Clearing
...should be reported. Timber is not required to be cut in lengths less than 8 feet (2.4 m). Any discussion with adjacent property owners should be repor ...learing width is 8 feet (2.5 m) entirely within the ROW. Widths less than 8 feet (2.5 m) are to be used where possible. Trees, brush, shrubs, stumps a

8 KB (1,133 words) - 11:01, 28 March 2023
814 - Paved Ditches
[[Category: Division 8]]

3 KB (428 words) - 11:44, 19 January 2022
Hot Mix Asphalt Production Manual
The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Point 8 was reworded as follows: “If the sample weight exceeds 2000 grams, it sh

4 KB (560 words) - 14:14, 19 June 2017
803 - Concrete Sidewalk, Ramps, and Steps
[[Category: Division 8]]

3 KB (465 words) - 10:50, 19 January 2022
802 - Concrete Curb, Gutter, and Dividers
A low slump concrete 1/8 inch (about 2 mm) will be needed for proper slipforming. Only an occasiona ...d before the concrete sets. For the balance of the curb, a tolerance of 3/8 inch in 10 foot (10 mm in 3 m) is permitted. If the slipform machine is fu

12 KB (1,916 words) - 10:49, 19 January 2022
302 - Aggregate Base Courses
Additional depth checks will be taken 25 feet (8 m) each way from the original and the average of the three depth checks wil Additional depth checks at 25 feet (8 m) intervals each way will be taken until achieving a depth of less than 1

6 KB (873 words) - 13:24, 16 February 2022
Construction Value Engineering Change Proposal (VECP)
...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)

9 KB (1,297 words) - 13:57, 11 October 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) - 15:02, 8 March 2023
820 - Traffic Signals
...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]

8 KB (1,143 words) - 10:10, 28 September 2023
Section 701 - Portland Cement Concrete for Structures
...e-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) - 12:11, 26 July 2022
808 - Fencing
[[Category: Division 8]]

6 KB (864 words) - 11:42, 19 January 2022
804 - Concrete Barriers and Glare Screens
[[Category: Division 8]]

6 KB (929 words) - 10:50, 19 January 2022
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) - 15:38, 12 May 2021
807 - Guardrail, Guardrail Terminals, and Miscellaneous Posts
...recommended to establish proper line and grade. Vertical tolerances of 5.8 inch (15 mm) measured off a compacted surface or 1-1/4 inch (30 mm) measure [[Category: Division 8]]

8 KB (1,132 words) - 11:42, 19 January 2022
823 - Water Mains
:##Place bedding in maximum lifts of 8 to 12 inches using approved trench backfill material as indicated in the pr [[File:823-8.jpg|600px|thumb|center|'''Figure 8 - Pressure Test''']]

18 KB (2,799 words) - 13:01, 27 September 2023
603 - Concrete Pavement Restoration
...ent while drawing it across the repair. Any high or low spots exceeding 1/8 inch will be corrected. Recheck after corrections are made. ...t no excess raveling or spalling occurs. All edging will be done with a 1/8 inch to 1/4 inch radius along the entire perimeter before texturing.

23 KB (3,714 words) - 09:16, 13 September 2023
402 - Storm Sewers
* Blisters where the surface is broken or which project more than 1/8 inch (3 mm) above the surface. * Variations of more than 1/8 inch (3 mm) per lineal foot (300 mm) in alignment of pipe intended to be st

16 KB (2,323 words) - 16:47, 12 January 2022
715 - Cleaning and Coating Existing Structural Steel
The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division

33 KB (4,797 words) - 10:46, 25 April 2023
718 - Drilled Shafts
...he length of the cage for #8 bar or smaller, and 10’ for bars larger than #8 to ensure a minimum annular space of 3 inches between the outside of the ca ...anner, as not to cause racking or distorting of the tied cage. See Figure 8 for a typical reinforcement cage being lowered into the completed shaft.

28 KB (4,324 words) - 10:40, 25 April 2023
709 - Timber Sturctures
...lumber beams. Most beam type superstructures consist of sawn lumber 4 to 8 inches wide and 12 to 18 inches deep, spaced 3 feet or less apart. The dec ...surface typically is hot mixed asphalt. The panels are typically between 8 and 16 inches. deep. This structure type can be used for clear spans up to

17 KB (2,627 words) - 12:46, 22 August 2023
705 - Foundation Piling
...cutting torch using a guide to assure a smoother chamber. A maximum of 1/8 inch land (shoulder) will be retained. If the end of the driven length of ...nt will provide a 1/8 inch clear opening at the nearest point. When the 1/8 inch opening at the nearest point allows more than a ¼ inch opening at oth

29 KB (4,613 words) - 10:44, 19 January 2022
1004 - Portland Cement Concrete Mixtures
<center>8</center> <center>8</center>

21 KB (3,052 words) - 15:41, 22 November 2023
810 - Permanent Traffic Signs and Supports
* 8-foot Aluminum Range Pole: Used in prodding for scour around culvert and for [[File:810-8.jpg|600px|thumb|center|'''Sign Cover Fully Contacting the Sign Reflective S

18 KB (2,737 words) - 13:06, 27 September 2023
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 ...supplier is in compliance with the regulations. MDOT’s Contract Services Division will receive and forward the liquid asphalt affidavit to the designated Off

27 KB (4,118 words) - 12:38, 4 October 2023
811 - Permanent Pavement Markings
...operator decides to be tested for a speed of 10 mph. With a drop rate of 8 pounds per gallon (from contractor), the five second sample was measured at <center>8</center>

56 KB (7,443 words) - 16:48, 9 October 2023
103.02 Contract Revisions
...total net cumulative contract modifications / $10,000 original contract = 8 percent The contract modification would be evaluated as being 8 percent over awarded contract amount requiring Tier II approval.

49 KB (7,344 words) - 12:59, 22 August 2023
102.02 Contents of Proposal - Progress Clause
8-12 weeks includes procurement and TSMO bench review :*Contact the Operations Field Services Division’s Structural Fabrication Unit ([mailto:MDOT-StructuralFabrication@michiga

14 KB (2,146 words) - 12:54, 29 November 2023
602 - Concrete Pavement Construction
...he concrete. For the best results, the front screeds should have about an 8 inch (200 mm) roll of concrete in front of it. The second should have a sm ...straightedge behind all finishing operations. Any edge slump exceeding 3/8 inch (9 mm) should be corrected before the concrete sets. If continuing sl

53 KB (8,429 words) - 09:18, 13 September 2023
704 - Steel Sheet Piling and Cofferdams
...further than the maximum unbraced lengths. See '''''Figures 704-7 and 704-8''''' for cofferdam bracing using walers and struts. [[File:Fig 704-8.png|thumbnail|500px|right|Figure 704-8: Typical cofferdam bracing with walers and struts]]

29 KB (4,477 words) - 10:44, 19 January 2022
816 - Turf Establishment
[[Category: Division 8]]

15 KB (2,398 words) - 12:12, 26 July 2022
714 - Temporary Structures and Approaches
...l vertical members are constructed plumb, with an allowable deviation of 1/8 inch in 3 feet. [[Category: Division 7]]

19 KB (2,733 words) - 10:47, 19 January 2022
Section 601 - Portland Cement Concrete for Pavements
...icular traffic. Provide concrete having an entrained air content of 5.0 to 8.5 percent unless otherwise required by the contract. The Department will n <div id="601.03.B.8"></div>

36 KB (5,127 words) - 12:21, 26 July 2022
707 - Structural Steel
| 5/8|| 19200 | 7/8|| 39,250

45 KB (7,017 words) - 12:22, 26 July 2022
1002 - Contractor Quality Control for Concrete
<div align="right">25.8</div> <div align="right">26.8</div>

30 KB (4,171 words) - 15:47, 22 November 2023

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