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Sidewalk Improvements


Location
Kansas
Publication Date
03/11/2020 01:42 PM EDT
Closing Date
03/17/2020 04:00 PM EDT
Issuing Organization
City of Hays
Solicitation Number
Description

Specifications include, but are not limited to: • Concrete shall be at a minimum, Class A, air entrained concrete with a 28-day compressive strength of 4000 psi. Target air shall be 6% +/- 2%. Concrete shall be fiber reinforced with monofilament fiber (Synthetic Resources Fibernet or approved equal) at a rate of 1-pound fiber per cubic yard of concrete or per manufacturer’s recommendation. • On the first pour of the job, contractor shall collect concrete cylinder specimens to be broken at 7 and 28 days to validate mix design strength. • Contraction joints in sidewalk shall be installed to match joints in adjacent curb and at nominal 5 or 6-foot spacings to match sidewalk width. On 8” pavement joints shall be installed at typical 12’ spacings. • In sidewalk, expansion joint shall be installed to match adjacent expansion joint and at minimum spacings of 250 feet. • Sidewalk shall be sloped to drain at a minimum of 1% and a maximum of 2% cross slope.

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