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- <center><span STYLE="font: 40pt arial;">'''Division 4 Supplemental Information'''</span></center> ::[[File:Mandrel Testing - 9 Point - 4.jpg|border|left|500px]]5 KB (809 words) - 14:29, 23 September 2021
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- ...ps://mdotwiki.state.mi.us/construction/index.php?title=Category:Division_1 Division 1] ....state.mi.us/construction/index.php?title=Category:Division_1_Supplemental Division 1 Supplemental]4 KB (552 words) - 12:35, 1 May 2024
- The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Marshall Mixtures – Subsection 4: Comment added “2C Designs require 7000g of mixture at optimum”; plus4 KB (560 words) - 15:14, 19 June 2017
- [[Category:Division 4]]627 bytes (71 words) - 17:48, 12 January 2022
- ...anties will be assigned to MDOT. Refer to [[819 - Electrical and Lighting|Division 8]] of this manual for further information on electrical requirements on pu [[Category:Division 4]]1 KB (201 words) - 17:47, 12 January 2022
- ...nician certification or similarly titled certifications expire after four (4) years unless stated otherwise. Certified Engineers must have and maintain [[Category:Division 1]]2 KB (218 words) - 09:59, 3 April 2024
- <center><span STYLE="font: 40pt arial;">'''Division 4 Supplemental Information'''</span></center> ::[[File:Mandrel Testing - 9 Point - 4.jpg|border|left|500px]]5 KB (809 words) - 14:29, 23 September 2021
- ...course for each lane, over the centerline rumbles essentially filling them 4 times. [[Category:Division 5]]1 KB (174 words) - 18:17, 15 December 2021
- Sidewalks are usually 4 inches thick, except all driveways where the thickness will be increased as ...mples of hand tools commonly used. These joints must be cut to at least 1/4 of the thickness of the concrete to control cracking. A straightedge shoul3 KB (465 words) - 11:50, 19 January 2022
- ::[[File:Mandrel Testing - 9 Point - 4.jpg|border|left|500px]] [[Category:Division 4]]5 KB (826 words) - 16:06, 6 May 2021
- When corduroy is found within 4 feet (1.2 m) below plan grade, its removal will be by the foot (meter) meas [[Category:Division 2]]2 KB (326 words) - 10:07, 13 September 2023
- See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht ...l be checked using a 10 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
- *Bridge Barrier Railing, Type 4 *Bridge Railing, 4 Tube7 KB (1,050 words) - 11:46, 19 January 2022
- <gallery widths=200 heights=50 perrow=4 caption="MENU"> <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center>28 KB (3,726 words) - 16:02, 8 March 2023
- <center>4</center> [[Category: Division 8]]3 KB (428 words) - 12:44, 19 January 2022
- ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne ...e paid for as separate pay items as described in [[401 - Culverts|Division 4,]] Drainage Features.5 KB (706 words) - 11:49, 19 January 2022
- <div id="701.03.A.4"></div> ::'''4.''' Concrete temperature requirement of subsection [[Section 601 - Portla12 KB (1,593 words) - 13:11, 26 July 2022
- ...n earth surface are acceptable. Horizontal tolerances should not exceed 3/4 inch (20 mm) for a 100 foot (30 m) segment when measured using a string lin ...l be checked using a 10 foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.7 KB (988 words) - 10:53, 8 April 2024
- | colspan="4" | | colspan="4" |10 KB (1,390 words) - 10:07, 13 September 2023
- ...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
- * 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 ...n thickness will be considered as plan thickness. Depths greater than 1-3/4 inches(45 mm) deficiency will not be used for averaging. To be within spec6 KB (873 words) - 14:24, 16 February 2022
- ...re, the thickness of the HMA pavement after cold-milling should range from 4 inches to 5 inches (100 mm to 125 mm). [[Category:Division 3]]4 KB (552 words) - 16:44, 12 January 2022
- 4-1/2 percent air content permitted for slumps under 1.5 inches (37 mm). Che ...own on Standard Plan R-49 Series. Check depth of plane-of-weakness joint (4 inches (100 mm) required to control cracking). These joints may be formed6 KB (929 words) - 11:50, 19 January 2022
- <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed68 KB (8,802 words) - 12:10, 1 May 2024
- ...s/construction/index.php/E-Construction#e-Construction.2FPaper_File_System Division 1 e-construction tables]. The element sequence and general format are as * Control+F can be used to search all 4 tables57 KB (6,809 words) - 11:51, 1 May 2024
- 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
- ...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 reported. Type II - Stumps will be chipped or ground down to an elevation approximately 4 inches (100 mm) below the proposed ground level.8 KB (1,133 words) - 12:01, 28 March 2023
- :4. Major Subcontractors^^ [[Category:Division 1]]7 KB (1,055 words) - 11:29, 14 July 2020
- <center>4</center> [[Category: Division 8]]6 KB (797 words) - 17:08, 27 March 2023
- ...surface 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 2 [[Category: Division 8]]4 KB (644 words) - 17:17, 19 September 2023
- ...ons-Construction.pdf?rev=df6ed714e5bb43b6814fb252b1ed2561#page=208 Section 4] of the Standard Specifications for Construction. [[Category:Division 3]]5 KB (803 words) - 11:16, 21 July 2022
- !Updated!! Division !! Section !! Summary !! What Changed |<center>4/28/2020</center>||<center>1 Supplemental</center>||<center>[[Certified_Engi16 KB (2,430 words) - 15:46, 6 May 2021
- ...perations Environmental Engineer or the Supervising Engineer of the Design Division’s Utilities Drainage and Roadsides Section. ...receipt of the claim in accordance with the Act (ref: MCL 691.1416 Sec 19(4)). It is not necessary to wait until an actual claim is received to make t20 KB (3,034 words) - 15:47, 19 January 2022
- [[Category:Division 4]]6 KB (843 words) - 17:47, 12 January 2022
- ...red polyethylene mesh, with 2 inch (50 mm) diamond-shaped openings, and is 4 feet (1.2 m) in height. Installation, maintenance and removal requirements [[Category: Division 8]]6 KB (864 words) - 12:42, 19 January 2022
- ...ned and field coated with a similar three-coat system, referred to as Type 4. The following guidelines should be strictly followed in inspecting these The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th33 KB (4,797 words) - 11:46, 25 April 2023
- [[Category:Division 4]]7 KB (999 words) - 17:47, 12 January 2022
- ...oil, peat or muck, should be covered with a layer of topsoil approximately 4 inches (100 mm) thick, or as otherwise shown. After the spreading operatio ...side turf due to their high maintenance requirements. Remember that the 3/4 inch (20 mm) soil thickness and soil type must also apply to nursery grown15 KB (2,398 words) - 13:12, 26 July 2022
- ...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/4/43/Procedures_for_e_Construction_Documents.pdf Procedure for E-construction12 KB (1,824 words) - 16:49, 18 April 2024
- Method 4: At the Department’s option, verification may be done on an annual basis ...ication tags which are provided by the Engineer and inserted a maximum of .4 inches (10 mm) into the top of each freshly molded cylinder. Other methods26 KB (3,908 words) - 11:41, 10 January 2024
- .../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe 4. DBEs must pay the refineries with their own funds. The prime is not to p27 KB (4,137 words) - 14:31, 17 April 2024
- See Figure 2 from the ''Formwork for Concrete (SP-4), Seventh Edition, American Concrete Institute'' showing the components of ...There are several arrangements of these types of pile walls. See Figure 4 below for pile wall layouts.19 KB (2,733 words) - 11:47, 19 January 2022
- [[File:823-4.jpg|600px|thumb|center|'''Figure 4 - Corporation Stop with Double Strap Saddle''']] :* 4-foot level18 KB (2,799 words) - 14:01, 27 September 2023
- ...ust be greater than 40 degrees prior to beginning surface preparation. The 4 hour requirement may be adjusted accordingly to meet the temperature limita [[Category: Division 7]]15 KB (2,249 words) - 18:23, 15 February 2024
- ...s (including water meters) in accordance with Item 2.5.3 and Item 2.5.4 of the NRMCA checklist, or other Department-approved program requirement <div id="601.03.A.4"></div>36 KB (5,127 words) - 13:21, 26 July 2022
- ...lulam 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. Th ...ing is important to ensure that the member is correctly placed. See Figure 4 for an example of a product quality mark.18 KB (2,669 words) - 16:33, 10 January 2024
- <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. Concret33 KB (4,932 words) - 16:38, 12 May 2021
- ...the repairs to be removed. The minimum concrete pavement patch length is 4 feet. However, additional patch length is recommended in faulted pavement s ...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) - 10:16, 13 September 2023
- [[File:Fig719-4.png|600px|framed|center|Figure 3. Reinforced concrete counterfort semi-grav [[File:Fig719-5.png|600px|framed|center|Figure 4. Reinforced concrete cantilever semi-gravity wall.]]9 KB (1,409 words) - 11:48, 19 January 2022
- ...to work 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 r ...e operator was successful in STEP 1 and is successful in placing the four (4) inch line, but unsuccessful at the six (6) inch line width (after three at56 KB (7,443 words) - 17:48, 9 October 2023
- ...e maximum energy is simply the mass of ram X the height of stroke. Example 4,000 Lbs. ram X 10 Ft stroke = 40,000 ft·Lbs. The cushion and other factors ...sin), or special alloyed nylon blocks with aluminum layers. See Figure 705-4 for typical nylon hammer cushions.32 KB (5,122 words) - 14:16, 29 February 2024