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D. Temporary Cold Patch: Temporary cold patch for temporary surface as <br />required by Code Section 312.08 (c) (d) 1, shall be a commercially available <br />mix approved by the Engineer. <br />2.03 CONCRETE MIX, DESIGN, AND TESTING <br />A. Comply with requirements of applicable FDOT Section 345 for concrete mix <br />design, sampling and testing, and quality control, and as herein specified. <br />B. Design the mix to produce standard weight concrete consisting of Portland <br />cement, aggregate, air -entraining admixture and water to produce the <br />following properties. <br />1. Compressive Strength - Class I, 3,000 psi. <br />2. Air Content: 3% to 6% <br />C. Concrete placement slump shall not exceed plus or minus one inch from <br />approved design slump. <br />PART 3 EXECUTION <br />3.01 PAVEMENT REPLACEMENT <br />Replace pavement in accordance with the details shown on drawings. The <br />baserock shall be placed and compacted in accordance with FDOT Specifications, <br />Section 200. <br />Application of the tack coat shall follow the application of the prime coat immediately <br />prior to the placing of the wearing surface course. <br />3.02 EDGE TRIM <br />Trim edges <br />of the <br />existing <br />pavement with a concrete saw or other approved method <br />to provide a <br />clean, <br />straight <br />edge. <br />3.03 PAVEMENT MARKINGS <br />Repaint, stripe, or otherwise mark pavement to match pre-existing conditions, using <br />FDOT-approved materials and procedures <br />3.04 TEMPORARY PAVEMENT <br />Temporary pavement shall be installed as follows: <br />A. Residential Streets: In residential streets, the Contractor shall, after <br />completion and acceptance of the backfill, construct a base course in <br />accordance with the typical section meeting the requirements of the FDOT <br />Specifications, Section 200, Articles 200-1 through 200-10. The top of the <br />base course shall be constructed flush with the adjacent asphalt surface. <br />Upon completion of the base construction, it shall be primed and sanded in <br />accordance with FDOT Specifications, Section 300, Articles 300-1 through <br />02576 Pavement, Sidewalk, and Driveway Replacement.doc <br />02576-4 <br />J9W-D2912 Inch WM- Vero Lake EstatesMocumentslReporUeBidding Contract Specifications102576 Pavement. Sidewalk, and Driveway Replacementdoc <br />