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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 of the existing pavement with a concrete saw or other approved method <br /> to provide a clean , straight 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 />