Drawings & Map.pdf

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Attached to
Camp Dawson-OPS Replacement & Installation of Concrete
Solicitation number
CRFQ 0603 ADJ2700000013 3
Issued by
Kanawha County, West Virginia

About this file

This is a technical specifications document for a concrete pavement project that includes detailed requirements for joint installation, finishing, and transportation control instrumentation. The project involves the installation of contraction joints with initial saw cuts of 1/8 inch thick and 2-inch depth, finished to 1 1/8 inch depth with sealant and backer material, and construction joints similarly finished to 1 1/8-inch depth. The contractor must install 1/2-inch expansion joints with sealant adjacent to vertical faces, curbs, steps, fixed objects, and other rigid paving materials. A fuel-resistant sealant must be applied as specified. The surface finishing requires a broom finish applied immediately after float finishing, using a fiber bristle broom perpendicular to the main traffic route to roughen the trafficked surface. Additionally, the project includes installation of new gate reset loops at vehicular concrete pavement entrance and exit gates, with the entrance requiring one reset loop and the exit requiring one vehicle detection loop and one gate reset loop, all installed per manufacturer recommendations.

The document does not contain information regarding pricing terms, set asides, incumbents, funding sources, or other financial considerations. No specific project timeline, response dates, or contract award information is provided in this specifications excerpt. The content focuses exclusively on technical construction requirements and installation standards for the concrete pavement and instrumentation components.

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Text version

o Contraction joints will be initial saw cut; 1/8 inch thick and 2-inch depth. Finished joint will be 1 1/8 depth, ¼ inch wide with sealant and ¼ inch gap with backer.

o Construction joint will be 1 1/8-inch depth, ¼ inch wide with sealant and ¼ inch gap with backer.

o Install 1/2" expansion joints with sealant when paving is adjacent to vertical faces, curbs, steps or any fixed object, or other rigid paving material o Fuel resistant sealant will be used as specified.

Broom Finish:

o Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber bristle broom perpendicular to main traffic route.

Figure 1

Figure 2

Figure 3

13550 Transportation Control Instrumentation

Gate Reset loop o Contractor will install new gate reset loops located at the entrance and exit gates of the vehicular concrete pavement.

o Entrance gate will have one rest loop installed o Exit gate will have one vehicle detection loop and one gate reset loop installed.

Installation will be per manufactures’ recommendations.

File details come from the government source that posted it. Updated .