Site work and paving for a road / highway in Woodchuck Heights, Virginia. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Proposal ID: CM826PMT127376 Route : Various District: Staunton Question Deadline 11/14/2025 State Project No.: PM8T-968-F26,N501 Federal Project Number: PM08471 County City : Frederick, Shenandoah, Warren Description : 2026 Plant Mix - Secondary Construction Begin Site Various Construction End Site Time Limit : 11/20/2026 VDOT - 885 - 2026 Plant Mix - Secondary - Various Locations This work shall consist of renovating existing low (erosion or overlay) and high shoulders (debris buildup) and shoulders disturbed due to plant mix overlay or guardrail work as specified in the Contract Documents to provide finished shoulder designs and guardrail heights that conform to the Specifications, Standard Drawings, and Plans. For the purposes of this provision, machining shoulders and manual shoulder restoration shall be viewed as placing, grading, and compacting operations of approved shoulder materials performed by mechanized equipment or manually. Materials allowed for renovating shoulders shall include furnishing and delivery of these materials to the jobsite or to the location(s) designated in the Contract Documents. This provision shall govern cold planing (milling) asphalt concrete operations in preparation for pavement repair and/or pavement overlay. Cold planing of asphalt concrete pavement shall be performed according to Section 515 of the Specifications and the requirements herein. This work shall consist of establishing the location of retroreflective pavement markings and installing pavement markings and pavement markers in accordance with the MUTCD, the Contract, and as directed by the Engineer. This Specification covers the requirements and materials used to produce surface asphalt concrete designed using performance criteria. Balanced Mix Design (BMD) surface asphalt concrete shall be designed, produced, and placed as required by this Special Provision and Sections 211 and 315 of the Specifications. This work shall consist of maintaining a daily log, Form C-85, to record project and Contractor identification; project location; material installation time, date and location; environmental conditions; material composition; and material application rates for both temporary and permanent pavement markings and markers. This work shall consist of constructing one or more courses of asphalt concrete on a prepared foundation in accordance with these Specifications and within the specified tolerances for the lines, grades, thicknesses, and cross sections shown on the Plans or established by the Engineer. At the Contractor's option, the asphalt concrete may be produced using a warm-mix additive or warm-mix process approved by the Department. When used, the temperature placement limitations for Warm Mix Asphalt (WMA) shall apply.