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1 <br /> SECTION 02513 <br /> 1 ASPHALTIC CONCRETE PAVING <br /> PART 1 - GENERAL <br /> 1.01 SCOPE OF WORK <br /> A. Furnish all labor, materials, equipment and incidentals required and place <br /> asphaltic concrete pavement in accordance with the grades and typical sections <br /> shown on the Drawings and as specified herein. <br /> 1.02 RELATED WORK <br /> A. Section 02200 - Earthwork. <br /> 1.03 SUBMITTALS <br /> A. Submit shop drawings as specified in Section 01340. <br /> PART 2 - PRODUCTS <br /> 2.01 MATERIALS <br /> 1 A. All Materials shall conform to the requirements of the Florida Department of <br /> Transportation Specifications. <br /> 1 PART 3 - EXECUTION <br /> 3.01 INSTALLATION <br /> tA. The subgrade preparation shall comply with the requirements of the Florida <br /> Department of Transportation Specifications. All soft and yielding material and <br /> other portions of the subgrade which will not compact readily shall be removed <br /> and replaced with suitable material and the whole subgrade brought to line and <br /> grade and to a foundation of uniform compaction and supporting'power. <br /> 1 B. The top 12 inches of the subgrade, in both cut and fill sections, shall be <br /> compacted to a density of not less than 100 percent of the maximum density as <br /> determined by the AASHTO Method T-180. If shown on the Drawings, compact <br /> t subgrade to a Florida Bearing Value of 75 psi. Unless the subgrade material at <br /> the time of compacting contains sufficient moisture to permit proper compaction it <br /> shall be moistened as necessary and then compacted. Subgrade material <br /> containing excess moisture shall be permitted to dry to the proper consistency <br /> before being compacted. The subgrade shall be shaped prior to making the <br /> density tests. The required density shall be maintained until the base or <br /> 1 pavement has been laid or until the aggregate materials for the base or <br /> pavement course have been spread in place. <br /> 1 C. The minimum compacted thickness of the limerock base shall be 12 inches <br /> applied in three layers of equal depth unless otherwise shown on the Drawings. <br /> 05108 02513-1 05-4893 <br />