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PART 2 PRODUCTS <br />2.01 MATERIALS <br />A. Mixture Designation: Conform to MnDOT 2360.1.A, except as modified in the typical <br />section Detail Drawing and Bid Form.Conform to MnDOT Section 2360.2, except as <br />modified herein <br />1. Recycled Asphalt Shingles are not allowed in wear or non -wear course pavements. <br />2. Sewage Sludge Ash (SSA) is not allowed in wear or non -wear course pavements. <br />C. Bituminous Tack Coat <br />1. Bituminous Material: Conform to MnDOT Spec. 2357 <br />a. Emulsified Asphalt, Cationic, CSS -1 or CSS -1 H. <br />D. Mixture Quality Management (Quality Control/Quality Assurance): Conform to MnDOT <br />Spec. 2360.2G, except as modified herein. <br />1. Quality Control (QC) Testing: The Contractor will be allowed to provide historical <br />testing data from the previous 3 days of production for each mixture type to meet the <br />Production Sampling and Testing Rates indicated in Table 2360.11 for Course <br />Aggregate Angularity and Fine Aggregate Angularity. The Contractor will be allowed <br />to provide historical testing data from the previous 10 days of Contractor production <br />for each mixture type to meet the Production Sampling and Testing Rates indicated in <br />Table 2360.11 for TSR, Aggregate Specific Gravity, and Asphalt Binder Content. <br />2. Quality Assurance testing will be completed at the discretion of the Engineer, testing <br />rates will not exceed Table 2360.10 and 2360.11 <br />a. A verification sample will be taken by the Engineer. The Contractor will be required <br />to use the verification companion sample as part of the QC testing program. <br />PART 3 EXECUTION <br />3.01 GENERAL <br />A. Conform to the requirements of MnDOT Spec 2360.5, except as modified herein. <br />B. The proposed sequence shall address the: longitudinal seams, compaction, traffic control, <br />hauling routes, and placement of pavement markings. <br />C. The bituminous patch shall match the thickness and cross section of the existing <br />bituminous. Lifts shall not exceed 2 inches. <br />D. Preparation of Bituminous Prior to Final Lift: <br />1. Final clean-up of the bituminous surface with the use of a power pickup broom and <br />front end loader. <br />2. Adjustment of structures as specified in Section 33 05 17. <br />E. Joints: Where new construction meets existing bituminous surfacing, the existing surface <br />shall be uniformly milled or saw -cut straight and bituminous tack coat applied prior to <br />placement of each bituminous course (lift). <br />FLEXIBLE PAVING (MUNICIPAL PROJECTS) <br />© 2015 Stantec 1 193803415 32 12 01 - 2 <br />