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PRESTRESSED SLABS


Location
Virginia
Publication Date
02/08/2019 09:41 AM EST
Closing Date
02/20/2019 01:30 PM EST
Issuing Organization
Commonwealth of Virginia - Department of Transportation
Solicitation Number
Description

Specifications include, but are not limited to: Furnish and deliver prestressed members for Rte 637 Rockingham County in the Staunton District of the Virginia Department of Transportation. 1. Contractor shall waterproof slab ends, exterior side of exterior members (to include drip bead) and top surface of slabs, except a 6” strip along the interior edges, in accordance with Section 405 and 416 of the Specifications. 2. Wearing surface, elastomeric bearing pads, lateral ties, thrie beam posts, thrie beam railing, shear key grout, and kevlar strips shall not be included. 3. Concrete in prestressed members shall be Class A5 conforming to Section 217 of the Specifications with a minimum compressive cylinder strength at 28 days equal to 6000 psi. Concrete shall be low permeability with an air content of 5.5% +/- 1.5%. Concrete surface color shall not be allowed.

Source
https://m.vendor.epro.cgipdc.com/Vendor/public/ADVSODetails.jsp?PageTitle=SO%20Details&DOC_CD=IFB&Details_Page=ADVSODetails.jsp&DEPT_CD=A501&BID_INTRNL_NO=2636&BID_NO=2636&BID_VERS_NO=1 (opens in a new window)

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