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<br />02513 - 2/3 <br />A. Weather Limitations: Application shall be made when the air temperature in the <br />shade is above 40 degrees F. <br />B. Prime Coat: Application of the prime coat shall conform to FDOT Specification <br />Section 300-7. The surface to be primed shall be clean, and moisture content of the <br />base shall not exceed 90% of the optimum. The temperature of the prime material <br />shall be between 100 degrees and 150 degrees F. The material shall be applied by <br />means of a pressure distributor. The rate of application shall be not less than <br />0.10gal/sy, unless directed otherwise by ENGINEER. <br />C. Tack Coat: Application of the tack coat shall conform to FDOT Specification Section <br />300-8. The tack coat shall be applied with a pressure distributor. The material shall <br />be heated to a suitable temperature for proper application. The rate of application <br />shall be between 0.02 and 0.10gal per square yard. The time of application shall be <br />sufficiently in advance of laying of the bituminous surface course to permit drying, but <br />shall not be applied so far in advance so as to lose adhesiveness. The surface shall <br />be kept free from traffic until the subsequent layer of bituminous hot mix has been <br />laid. <br />3.02 LAYING OF ASPHALTIC CONCRETE: The CONTRACTOR shall lay the asphaltic <br />concrete pavement in conformance with the following: <br />A. Limitations of Operations: The laying operations shall not begin unless the weather <br />is suitable for all activities to be completed in dry conditions. <br />B. Preparation: The preparation of the asphalt cement, aggregates and mixture shall <br />conform to FDOT Specification Section 330-4, 5, and 6. <br />C. Transportation: The mixture shall be transported as specified in FDOT Specification <br />Section 330-7. <br />D. Placing Mixture: Placing the mixture shall conform to FDOT Specification Section <br />330-9. Lift thickness shall be 1” thick after compaction or as shown on the drawings. <br />E. Compacting Mixture: Compaction of the asphaltic concrete shall be in accordance <br />with FDOT Specification Section 330-10. <br />F. Surface Requirements: The surface shall conform to FDOT Specification Section <br />330-12. <br />3.03 PROTECTION OF FINISHED SURFACES: The CONTRACTOR shall protect the finished <br />asphaltic concrete pavement surface upon completion. No dumping of any material <br />directly on the pavement shall be permitted. Vehicular traffic shall not be permitted on any <br />pavement that has not set sufficiently to prevent rutting or other distortion. <br />3.04 TEMPORARY PAVEMENT OVER TRENCHES: Temporary pavement over trenches shall <br />be installed according to this section and the Detail Sheets in the Construction Documents. <br />The temporary pavement shall meet the elevations of the existing pavement at the saw- <br />cuts, and shall be uniform in thickness and shall conform to the slope of the original <br />pavement. <br />3.05 FULL LANE WIDTH PAVEMENT OVERLAY: At all affected street lanes, and as indicated <br />on the plans, will receive a full lane width pavement overlay. Connections to existing not <br />resurfaced roads shall be provided with a saw cut and milling to a depth of 1” a 2 foot wide <br />strip at all connections to existing pavement for the full roadway width perpendicular to the