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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]

...t file. The IDR is to be generated when the contract value earned reaches 5, 10, and 25 percent value of the original contract amount. The notation of ...tract ID. As an example, when the original contract amount earned reaches 5 percent, all projects within the contract are to be paid at 50 percent of t

[[Category:Division 5]]

[[Category:Division 5]]

...icable for trunkline projects with final completion dates on or after June 5, 2024. ...to local agency jobs and MDOT jobs with final completion dates before June 5, 2024.

<center><span STYLE="font: 40pt arial;">'''Division 4 Supplemental Information'''</span></center> ...nd verified using a proving ring. The mandrel is sized to allow for up to 5% deformation of the installed pipe. Nominal pipe diameters are defined in

[[Category:Division 5]]

...nd verified using a proving ring. The mandrel is sized to allow for up to 5% deformation of the installed pipe. Nominal pipe diameters are defined in ...equired backfilling and compaction of the trench is completed, but between 5 and 10 work days prior to pavement surfacing or completion of final grade,

The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Marshall Mixtures – Subsection 5: Added two new points at the end. (Page 6)

Any pipe with a top elevation within 5 feet (1.5 m) of the top of the pavement will be reviewed for removal. [[Category:Division 2]]

...t.htm?fileName=1963.pdf Form 1963]. The sample size will not exceed five (5) items unless major deficiencies are discovered. Some areas on [https://md [[Category:Division 1]]

[[Category:Division 5]]

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]]

.... The current requirement is for the requester to submit the form at least 5 work days prior to the anticipated start date of excavation work (excludes [[Category:Division 1]]

[[Category:Division 5]]

<center>5</center> [[Category: Division 8]]

If the HMA surface removed is 5 inches (130 mm) or less in thickness, the surface is considered part of the If the HMA surface removed is over 5 inches (130 mm) in thickness and overlying a material such as concrete, mas

...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne <center>5 inches (125 mm)</center>

*Bridge Barrier Railing, Type 5 ...:Fig711-02.png|200px|thumbnail|right|Figure 2 Bridge Barrier Railing, Type 5]]

<center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed

...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)

<center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> |<center>11/5/2018</center>||<center>[[Preconstruction_Meeting|Preconstruction Meeting]]<

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...o check for irregularities. Any variation exceeding 3/16 inch in 10 foot (5.0 mm in 3 m) in the gutter or top of the curb is to be corrected before th Face forms are supported from the back form by use of division plates. See '''''Figure 802-3'''''. In addition to supporting the face fo

...kness of the HMA pavement after cold-milling should range from 4 inches to 5 inches (100 mm to 125 mm). [[Category:Division 3]]

!Updated!! Division !! Section !! Summary !! What Changed |<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_I

...vailable with the Construction Contracts Unit, Construction Field Services Division. *Initial Sample Size - A minimum of 5 percent of contract pay items (rounded up) must be reviewed initially or a

:5. Consultant project stakeholders&nbsp;&nbsp;(Development and/or Delivery St [[Category:Division 1]]

<center>5</center> [[Category: Division 8]]

...compound is applied at a rate of 1 gallon per 25 square yards (1 liter per 5 m²). ...mm). Plain precast must be 6 inches (150 mm) thick and 15 square feet (1.5&nbsp;m2) surface area.

...section 109.05.C, the contractor must provide the detailed estimate within 5 calendar days. A detailed cost estimate is recommended for justification o [[Category:Division 1]]

...ording to specifications and contain an expansive admixture that creates a 5-10% increase in volume. They also contain very little chlorides and thus a [[Category:Division 7]]

...ID=c961274a08c1423164e297c9d95b4e02&node=pt29.1.5&rgn=div5 29 CFR 3.3 Part 5 Federal Contract Law Provisions] electronic signatures are defined as a com [[Category: Division 1]]

When erecting woven wire fence, a line post must be placed every 15 feet (5 meters). Every end, corner, gate, angle, intersection or intermediate post [[Category: Division 8]]

The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division

A drainage structure shall not be placed within 5 feet (1.5 m) of the spring point of a street return so that the transverse joint will ...ortar. The bricks or blocks are then laid in courses with mortar joints 0.5 inch (13 mm) thick ± 0.1 inch (3 mm). Mortar joints should be of uniform

...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/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad]

...be considered cause for rejection, unless these defects exist in more than 5 percent of the entire shipment or delivery. ...’s marks designating the top and bottom of the pipe shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe.

...ovals have been obtained, provide a copy to the Construction Field Service Division Resource Specialist for inclusion into the MiEnviro permit system. ...tions within that time frame are not possible the engineer must within the 5 days, submit a plan to EGLE describing the proposed actions. It is recomme

5 to 10 weeks - Consult Work Zone Engineer 5 to 10 weeks - Consult Work Zone Engineer

.../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe ...pecialist at 248-302-4589. Replacement of a DBE company requires a five (5) day written notice to the DBE firm with a copy to the construction/project

...For welded members, see American Welding Society, Bridge Welding Code, D1.5. <center>[[File:714 Fig 5.png|thumb|center|600px|Figure 714-5 - ASTM A6 permitted variatons in sectional dimensions]]</center>

...icable for trunkline projects with final completion dates on or after June 5, 2024. ...to local agency jobs and MDOT jobs with final completion dates before June 5, 2024.

...e concrete must be kept continuously wet and above 40 degrees for at least 5 days. Five cores must then be taken from the panel and tested in accordance Keep test panels continuously moist and above 40°F for 5 days after shotcrete application. Remove at least five cores from the test

...’s marks designating the top and bottom of the pipe shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. ...ng ability of corrugated metal pipe (CMP). A desirable minimum slope of 0.5 percent is suggested for CMP culverts. Every means should be taken to prov

...Slopes on the low side of superelevated pavements with superelevations of 5 percent and less, and tilted pavement of two or more lanes, will be set up [[Category: Division 8]]

* Muck or clean out bucket – see Figures 4 and 5 for a muck bucket example. [[File:Fig 718-5.png|600px|framed|center|Figure 5. Muck bucket bottom]]

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: 5. Any changes to incentive requirements, liquidated damages, A+B provisions,

[[File:823-5.jpg|600px|thumb|center|'''Figure 5 - Hydrant Installation, with Gate Valve''']] ...veyor has provided stakes for the work. Typically survey stakes are offset 5 and 10 feet from the centerline of the work. There is potential that paint

...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;

'''<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.

<center>5</center> <center>5</center>

...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

...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]]

...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

<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

<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

...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

...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]]

[[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.

NUMBER OF SAMPLES n = 5 <center>'''S = Square Root [9.14/(5-1)] = Square Root (2.29) = 1.5'''</center>

[//{{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.

[[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.

...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

...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]]

...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.

...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.

...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''''').

<center>5</center> Do vibratory rollers have automatic shutoff when speed is less than .5 mph?

...es subject to a FUTA credit reduction (Michigan) is generally 0.6% (6.0% - 5.4%), for a maximum FUTA tax of $42.00 per employee, per year (.006 X $7, 00 ...work was performed. The monthly rate must be reasonable but not more than 5% of the annual appraised invoice cost. The price must be agreed to in the

Use the Offset Dimension for Rocker Tilt chart (see Figure 707.5) to adjust for temperature. [[File:Fig707.5.png|900px|thumbnail|center|Figure 707.5 – Offset Dimensions for Rocker Tilt]]