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These items will apply to locations outside the areas to be paid as '''Clearing'''. Pay quantity is shown when work for each item is completed.

...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>

Protection of adjacent sidewalk, curb or gutter, or other items not required to be removed, but endangered by sloping to the angle of repos ...Precast concrete footings must be supported by placing them on a compacted 6 inch (150 mm) subbase of Granular Material Class II.

...re is used to select project pay items to sample which represent the major items of work on the project and/or account for large portions of the project fun ...vailable with the Construction Contracts Unit, Construction Field Services Division.

...ight to a depth of 9 inches (250 mm). Compacting original ground is not a pay item in this instance. Density tests are required for documentation. ...ackfill in this instance is included in the contract unit prices for other items).

...hen the contractor submits a conceptual or final VECP, it must include all items required by the special provision and Form 1962, Value Engineering Change P ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de

...ecified contract time. These liquidated damages will be identified as the pay item “Liquidated Damages, Oversight”. .... Liquidated damages for other department costs will be identified as the pay item “Liquidated Damages, Other”.

...zing. Also, since these items on bridge or road jobs are some of the last items cast, late season work is likely. 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

...rminal, Type ___''' or '''Guardrail Anchorage, Bridge, Detail'''. The pay items will be generic and based on usage (approach/departing, flared/non-flared, ...foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.

!Updated!! Division !! Section !! Summary !! What Changed |<center>6/9/2020</center>||<center>1 Supplemental</center>||<center>[[Interim_File_Re

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

...s and diameters of investigation. As stated in the special provision, the pay item will compensate the Contractor to locate and expose underground infras ...the Standard Specifications for Construction]. The special provision and pay item are not to be used to expose existing marked utilities as that is a re

...struction project. Temporary structures also include temporary works type items such as falsework, formwork, work platforms or scaffolding and temporary ea ...y included to cover this work. Check the plans and specifications for pay items, and method of payment.

...re concrete mixtures is included in the unit prices for other relevant pay items. 0 – 6

<center><span STYLE="font: 40pt arial;">'''Division 2 Supplemental Information'''</span></center> ...logy Environmental Compliance Group will receive the original invoices and pay the invoices by way of payment voucher(s). A copy of which will be sent to

...00 with a contract modification containing the following contract revision items: 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:

<center><span STYLE="font: 40pt arial;">'''Division 7 Supplemental Information'''</span></center> ...e coordinated with the Standard Specifications for Construction, Divisions 6 and 7 of the Construction Manual, Special Provision 12SP604B QUALITY CONTRO

<center>6</center> The following items may be accepted on the basis of conventional field testing (slump, air and

...criteria apply in the application of the various permanent erosion control items. ...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

...atching begins, the Engineer and the inspector should review the following items: ...ive on the project site, they must be visually inspected for the following items.

The pay item for repair of damaged coating covers all damage repairs, but the Contr The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th

...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)

...nt to remember when setting clearances and fitting within other structural items. [[File:Fig 705-6.png|thumb|center|600px|Figure 705-2b - Typical conical pile pile points]]

...ming process. See Figure 704-4 below for the hook and grip type interlock. Pay close attention to interlocks getting jammed easily from soil, and water se 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

...the contractor’s breakdown, contact the Construction Field Services (CFS) Division’s Prevailing Wage Compliance Specialist. * Advise all subcontractors of the requirement to pay prevailing wage prior to the commencement of work.

...ow. Outlet ditches and channels should be excavated before starting other items of roadway excavation or drainage structures. This prevents flooding other Reduce vegetation to a height of approximately 6 inches (150 mm) and remove all litter or foreign material. Topsoil should

<div id="601.03.B.6"></div> :: '''6.''' Water Measuring Equipment. Measure water by volume or weight. If

...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.) ...ric curves, the key becomes the radius (no longer use D), ('''''Figure 104-6.''''')

...ds on the form lumber thickness and the span distance between beams. These items should be proportioned to suit these conditions and design criteria. As per [[File:706-6.png|800px|thumb|center|'''Figure 706-6 - Lifting Epoxy Coated Rebar with Spreader Device''']]

...percentage of horizontal distance. (Example: 6 percent grade - 6 inches (6 m) of elevation change in 100 feet (100 m) of horizontal longitudinal run). ...r term for “mat”, usually used in conjunction with a thickness, such as “a 6 inch (150 mm) mat was laid in [3] 2 inch (50 mm) lifts”.

...is typically not shown on the plans, but rather quantified in contract pay items. Deck patching involves sounding and marking areas of concrete removal, saw ...alibrated at the beginning of each year (typically early spring) and every 6 months during the project if necessary. It is important to note that truck