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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />62 <br />Final Initial Compaction <br />Any subsequent surface treatment or overlay of the recycled pavement shall not be <br />placed until the relative compaction of the recycled pavement layer is not less than 95 <br />percent or greater than 100 percent of the maximum density determined by a test strip <br />conducted on the recycled pavement after curing but prior to surface seal or overlay. <br />The Contractor shall be responsible for protecting and maintaining the recycled <br />pavement material layer until the final surface seal is placed. Any repairs required <br />shall be at the Contractor’s expense. Any damage or defects in the layer shall be <br />repaired immediately. An even and uniform surface shall be maintained. <br />Smoothness <br />The finished surface of the recycled material cross slope shall be checked regularly <br />during placement using a level. The smoothness shall not vary more than 3/8-inch <br />from a 10-foot straight edge placed on the surface. Areas of the completed surface <br />that do not meet the specified surface tolerances shall be brought within tolerance by <br />a method chosen by the Contractor and approved by the Engineer. <br />1.23 ASPHALT-RUBBER CAPE SEAL <br />This Section shall conform to Section 600 (chiefly, 600-2.7) of the Standard <br />Specifications and these Special Provisions. <br />General <br />The construction sequence of asphalt-rubber cape seal shall be as follows: <br />a) 3/4" asphalt-concrete leveling course shall be constructed; <br />b) Asphalt-rubber shall be applied; <br />c) Cover aggregate shall be placed and rolled and loose material removed; and <br />d) Emulsion-aggregate slurry Type II shall be applied no sooner than 48-hours and <br />no later than 7 days after cover aggregate is applied. <br />Certified volume or weight slips shall be delivered to the Engineer for all materials <br />supplied. <br />Pavement Preparation - The pavement shall be cleaned with a power broom. <br />Asphalt-Rubber <br />Asphalt-rubber shall be Type A or B per Section 600-2. The Contractor shall submit a <br />manufacturer's Certificate of Compliance and test reports for the asphalt and rubber. <br />505 E Central Ave <br />#B11/6/2024