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order to perform confirmation testing in the event of failure. All costs associated with <br />the testing will be incurred by the supplier/contractor. <br />2. The Supplier shall submit job mix formula for all mixes to the Manager of the Street's <br />Division for approval prior to delivery. The job mix formula must be submitted on Form <br />TD-451 along with Marshall Design Work Sheet Form TD-515. <br />a. The job mix formula shall be based upon the Marshall Method of Mix Design for the <br />aggregate source and gradation available in ample quantity to the Contractor. Any <br />change of aggregate source shall require a new Mix Design and approval. <br />b. Recycled materials shall not be used in any surface course mixtures. No RAS shall <br />be used. <br />c. Binder course materials will have a maximum of 20% Recycled Materials. No RAS <br />shall be used. <br />d. Base course materials will have a maximum of 20% Recycled Materials. No RAS <br />shall be used. <br />3. All HMA mixes are normally picked up by the City. Under certain circumstances, the City <br />may request delivery of HMA mixes. The City will assign through successful bidding <br />process tri-axle trucks with drivers to deliver the HMA mixes as designated to any point in <br />the City. The City will hire the truck with driver for a minimum of eight (8) hours per day. <br />There will be no premium time paid for work in excess of eight (8) hours per day. <br />4. All mixes designated with 11 L" shall be #11 crushed limestone. <br />5. All mixes designated with "11 S" shall be #11 crushed blast furnace slag. <br />6. All HMA Binder mixes shall be crushed limestone or crushed blast furnace slag, either <br />#11 or #8 or 9 as noted, with PG 64-22 asphalt binder, unless otherwise specified. <br />7. All HMA Base mixes shall be crushed limestone or crushed blast furnace slag, with PG <br />64-22 asphalt binder, unless otherwise specified. <br />8. The requirements for CMA Patch AE-300P are as follows: <br />a. Asphalt binder shall be AE-300P <br />b. Materials shall be produced with less than 1% moisture <br />c. Binder content shall be 5.2% to 6.0% <br />d. Aggregate shall be 100% crushed limestone graded as follows: <br />Sieve Size <br />Percent Passin <br />1 /2" <br />100% <br />3/8" <br />75-100% <br />No. 4 <br />20-80% <br />No. 8 <br />0-35% <br />No. 30 <br />0-4% <br />Loss by Decantation #200 <br />0-1.5 0 <br />9. The requirements for the High Performance Cold Patch are as follows: <br />