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Community Hangar Drive Reconstruction


Location
Kansas
Publication Date
10/04/2019 09:14 AM EDT
Closing Date
10/18/2019 04:00 PM EDT
Issuing Organization
City of Augusta
Solicitation Number
Description

Specifications include, but are not limited to: Removal of asphalt/concrete pavement and construction of approximately 560 SY of 6” PCC Concrete Pavement. 564-1.1 This item consists of repairing pavement distresses (e.g., cracks, spalls, corner breaks, etc.) in rigid (Portland Cement Concrete) pavements, as well as patching of small areas in PCC pavements. This work consists of saw cutting, chipping, and removing the existing unsound PCC pavement; cleaning and preparing the area for the repair materials. This work also includes placing, vibrating, and finishing the repair material to reconstruct the PCC pavements, in accordance with this specification. ; Concrete Mixture. The concrete mixture shall conform to KDOT Specification 502 Grade 4.0 Portland Cement Concrete Pavement for materials. This repair method is considered a permanent, long term repair as it is typically used for large repair areas requiring 3 cubic yards or more of mix supplied by a local concrete mixing plant ; (1) Make full-depth saw cuts at constructed joints. The FAA recommends that full-depth cuts be made at a distance of at least 2 feet beyond the limits of the break. Make the saw cuts so the repair area is rectangular. For corner cracks, cut the repair area square. (2) Use appropriate-sized impact equipment (e.g., jackhammer) to remove material within the limits of the saw cuts. When using a hoe-ram or removing the concrete by lifting, make a second saw cut inside the perimeter cuts to provide expansion. Remove by hand any loose materials that remain. During the repair, try to minimize any disturbance to the subgrade soils or base materials.

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