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Holiday Traffic Safety Provisions
6:00 am, Tuesday, 05/26/20</center> 6:00 am, Monday, 07/06/20</center>

5 KB (579 words) - 12:33, 14 March 2022
801 - Concrete Driveways
...nforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickness <center>6 inches (150 mm)</center>

5 KB (706 words) - 11:49, 19 January 2022
806 - Bicycle Paths
...HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [http ...foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.

4 KB (545 words) - 12:41, 19 January 2022
305 - HMA Base Crushing and Shaping
...6 inches (150 mm) should be done in stages. The initial stage is crushing 6 inches (150 mm) of HMA pavement. Subsequent stages include windrowing the [[Category:Division 3]]

4 KB (552 words) - 16:44, 12 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 ...7000g of mixture at optimum”; plus some rearranging of information. (Page 6)

4 KB (560 words) - 15:14, 19 June 2017
202 - Removing Trees, Stumps, and Corduroy
Removal of trees and stumps less than 6 inches (200 mm) in diameter, although not pay items, should still be measur [[Category:Division 2]]

2 KB (326 words) - 10:07, 13 September 2023
206 - Excavation and Backfill for Structures
...the bottom of slope paving subbase will be placed in layers not more than 6 inches (150 mm) in depth, and compacted to not less than 95 percent of the Backfill for miscellaneous structures (sound earth) will be placed in 6 inch (150 mm) layers and compacted to not less than 95 percent of the maxim

7 KB (1,044 words) - 10:08, 13 September 2023
813 - Slope Protection
...is finished with a wood float and all edges are finished with a 1/4 inch (6 mm) radius. Curing compound is applied at a rate of 1 gallon per 25 square ...crete - least dimension must be 8 inches (1200 mm). Plain precast must be 6 inches (150 mm) thick and 15 square feet (1.5 m2) surface area.

4 KB (644 words) - 17:17, 19 September 2023
814 - Paved Ditches
<center>6</center> [[Category: Division 8]]

3 KB (428 words) - 12:44, 19 January 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) - 14:57, 11 October 2022
302 - Aggregate Base Courses
* Depth - Taken after final trimming to the nearest 1/4 inch (6 mm), at a minimum of 400 linear feet (120 m) of traffic lane width or two l ...the scale weight of the aggregate unless the moisture content is more than 6 percent. Moisture tests will be made at the start of weighing operations a

6 KB (873 words) - 14:24, 16 February 2022
304 - Rubbilizing Existing PCC Pavement
...rubblizing making sure there is not excessive oversize material [less than 6 inches (150 mm) is the greatest dimension]. The oversize material will hav [[Category:Division 3]]

4 KB (536 words) - 14:18, 16 February 2022
403 - Drainage Structures
...Precast concrete footings must be supported by placing them on a compacted 6 inch (150 mm) subbase of Granular Material Class II. ...r Case 2)''' applies when the elevation of the cover is changed up or down 6 inches (150 mm) or less. The cover should be adjusted to the required elev

7 KB (999 words) - 17:47, 12 January 2022
108.10 Liquidated Damages
...allotted contract time. The Contractor claims that part of this is due to 6 days of bad weather that the Engineer has documented. The other 24 days ar :::(6.0 - 4.5) X 2.0 = 3.0 days

9 KB (1,338 words) - 10:01, 27 July 2022
Main Page
<center>''Construction Field Services Division''</center> !Updated!! Division !! Section !! Summary !! What Changed

67 KB (8,623 words) - 17:18, 11 April 2024
Section 701 - Portland Cement Concrete for Structures
0 – 6 6.5

12 KB (1,593 words) - 13:11, 26 July 2022
Dev Page
<center>'''Construction Field Services Division '''</center> !Updated!! Division !! Section !! Summary !! What Changed

28 KB (3,726 words) - 16:02, 8 March 2023
FPR Frequently Asked Questions
!Updated!! Division !! Section !! Summary !! What Changed |<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Re

16 KB (2,430 words) - 15:46, 6 May 2021
802 - Concrete Curb, Gutter, and Dividers
Face forms are supported from the back form by use of division plates. See '''''Figure 802-3'''''. In addition to supporting the face fo [[File:Figure 802-3.JPG|center|thumb|600px|Figure 802-3 - Curb and Gutter Division Plates]]

12 KB (1,916 words) - 11:49, 19 January 2022
201 - Clearing
...or Construction defines marketable timber as having at least a diameter of 6 inches (150 mm) at a point 4-1/2 feet (1.4 m) above ground. On easement RO Type I - Stumps will be cut off at an elevation not more than 6 inches (150 mm) above the existing ground, and application of a growth prev

8 KB (1,133 words) - 12:01, 28 March 2023
Division 2 Supplemental Information
<center>'''Division 2 Supplemental Information'''</center> :Waste Management Division

9 KB (1,330 words) - 14:21, 23 September 2021
703 - Mortar and Concrete Patching Repair and Resurfacing Mixes
There are 6 types of structures patching mixtures listed in [http://mdotcf.state.mi.us/ [[Category: Division 7]]

6 KB (791 words) - 11:43, 19 January 2022
Plans, Proposal, Input, Review and Evaluation
:6. Local Agency Project Stakeholders  (County, city, township, vill [[Category:Division 1]]

7 KB (1,055 words) - 11:29, 14 July 2020
815 - Landscaping
<center>6</center> [[Category: Division 8]]

6 KB (797 words) - 17:08, 27 March 2023
204 - Removing Miscellaneous Structures and Materials
...evel with earth containing not more than 2 percent fieldstone in excess of 6 inches (150 mm) in diameter. ...tion with earth containing not more than 2 percent fieldstone in excess of 6 inches (150 mm) in diameter.

10 KB (1,390 words) - 10:07, 13 September 2023
401 - Culverts
...and shall completely fill the holes. Rivets shall be spaced not more than 6 inches (150 mm) apart circumferentially. In 12 inch (300 mm) diameter pipe ...encountered in the culvert trench, it should be excavated to a minimum of 6 inches (150 mm) below the proposed bottom of the pipe, backfilled with Gran

15 KB (2,250 words) - 12:56, 4 October 2023
Final Project Review
...vailable with the Construction Contracts Unit, Construction Field Services Division. ...of work. Continue to select one of the largest dollar value items in each division of work to include all the following as applicable:

19 KB (2,779 words) - 17:01, 6 November 2023
Division 7 Supplemental Information
<center>'''Division 7 Supplemental Information'''</center> ...e coordinated with the Standard Specifications for Construction, Divisions 6 and 7 of the Construction Manual, Special Provision 12SP604B QUALITY CONTRO

33 KB (4,932 words) - 16:38, 12 May 2021
E-Construction
...for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the | [//{{SERVERNAME}}/images_construction/6/6d/Scan_to_email.pdf Scan to E-mail] || Capturing and E-mailing a photo wit

12 KB (1,824 words) - 16:49, 18 April 2024
804 - Concrete Barriers and Glare Screens
Dowels between barrier and base are to be spaced 6 feet (2 m) center to center on each side. Check to see that the base concr [[Category: Division 8]]

6 KB (929 words) - 11:50, 19 January 2022
710 - Waterproofing and Protective Covers
...the membrane may be patched with additional membrane material overlapping 6 inches either side of the area to be patched. ...n the shotcrete should be avoided. The nozzleman must keep the nozzle 2 to 6 feet away from the surface and as near as perpendicular to the surface as p

15 KB (2,249 words) - 18:23, 15 February 2024
402 - Storm Sewers
...ock or hardpan is encountered, the trench should be excavated a minimum of 6 inches (150 mm) below the proposed bottom of the pipe and backfilled and co ...structure, a minimum opening of the entering pipe’s outside diameter plus 6 inches (150 mm) shall be cut into the receiving structure. A minimum 3 inc

16 KB (2,323 words) - 17:47, 12 January 2022
711 - Bridge Railings
[[File:Fig711-06.png|200px|thumbnail|right|Figure 6 Bridge Barrier Railing, Thrie Beam Retrofit (Open Parapet Type Bridge Raili [[Category: Division 7]]

7 KB (1,050 words) - 11:46, 19 January 2022
Project Closeout Escalation of Accountability
...ntract Completion Date thru 179 days!! 1st Escalation of Accountability 6 Months (180 Days)!! 2nd Escalation of Accountability 9 Months (270 Days) [[Category:Division 1]]

13 KB (1,768 words) - 11:05, 13 July 2023
807 - Guardrail, Guardrail Terminals, and Miscellaneous Posts
...foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied. [[Category: Division 8]]

7 KB (988 words) - 10:53, 8 April 2024
816 - Turf Establishment
...en used in areas subject to future mowing. These areas include a 20 foot (6 m) strip along the top of the foreslope adjacent to the shoulder and everyw 1 on 2 on slopes less than 20 feet (6 m) in height will be seeded and mulched according to methods for treating f

15 KB (2,398 words) - 13:12, 26 July 2022
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>6</center> ...([http://hct591jbosds790/wiki/index.php/File:601.07-1.jpg '''''Figure 601-6''''']) and submitted weekly, or more frequently, as judgment dictates. The

21 KB (3,052 words) - 16:41, 22 November 2023
704 - Steel Sheet Piling and Cofferdams
At locations where the combined depth of retained water or soil is less than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and ...cations where the combined depth of retained water or soil is greater than 6 feet, the Contractor is to submit the temporary steel sheeting piling, and

30 KB (4,732 words) - 15:44, 29 February 2024
208 - Soil Erosion and Sedimentation Control (NPDES)
...ovals have been obtained, provide a copy to the Construction Field Service Division Resource Specialist for inclusion into the MiEnviro permit system. On March 6, 2013, the EGLE issued revised procedures for winter construction storm wat

19 KB (2,830 words) - 17:02, 15 February 2024
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) - 11:46, 25 April 2023
603 - Concrete Pavement Restoration
Intermediate saw cuts, used to reduce slab size more than 6 feet for hauling, should be recorded for payment purposes. Curb sections ...use of a straightedge not exceeding the length of the repair by more than 6 inches. The straightedge will be in contact with the existing pavement whi

23 KB (3,714 words) - 10:16, 13 September 2023
811 - Permanent Pavement Markings
...on MDOT roadways. If the vehicle is only successful in placing a 4 and/or 6 inch line, it will be certified to place material on non-freeway routes onl :*6 inch x 12 inch Aluminum Plates (6 inch x 16 inch Aluminum Plates for 12 inch Lines)

56 KB (7,443 words) - 17:48, 9 October 2023
714 - Temporary Structures and Approaches
...'See Figure 5 for permitted variations in sectional dimensions, See Figure 6 for permitted variations in straightness. For welded members, see American <center>[[File:714 Fig 6.png|thumb|center|600px|Figure 714-6 - ASTM A6 permitted variations in straightness]]</center>

19 KB (2,733 words) - 11:47, 19 January 2022
823 - Water Mains
:* 6-foot stick ruler [[File:823-6.jpg|600px|thumb|center|'''Figure 6 - Laying Pipe in Trench''']]

18 KB (2,799 words) - 14:01, 27 September 2023
718 - Drilled Shafts
* Rock core barrel – see Figure 6 for a rock core barrel example. [[File:Fig 718-6.png|600px|framed|center|Figure 6. Soft rock core barrel]]

28 KB (4,324 words) - 11:40, 25 April 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 6. Any joint check arrangement must be pre-approved by MDOT before the arran

27 KB (4,137 words) - 14:31, 17 April 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: 6. Any [[Construction_Value_Engineering_Change_Proposal_(VECP).|Value Enginee

50 KB (7,380 words) - 16:11, 1 April 2024
705 - Foundation Piling
[[File:Fig 705-6.png|thumb|center|600px|Figure 705-2b - Typical conical pile pile points]] ...re prebored to the elevations shown on the plans, and the hole diameter is 6 inches greater than the pile dimensions. Preboring also includes the follo

32 KB (5,122 words) - 14:16, 29 February 2024
602 - Concrete Pavement Construction
<center>6</center> ...emblies when they are to be stored on site for extended periods (more than 6 months).

53 KB (8,517 words) - 17:07, 10 April 2024

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