HMA Longitudinal Joint Repair Sample Clauses

HMA Longitudinal Joint Repair. Arrange a meeting with the RE at the project site to establish the limits of HMA longitudinal repair areas. Additional repairs, not delineated on the plans or by the RE during the project site meeting, may be required if the need is established by the RE. 03.01. A. Obtain RE approval of the repair area before proceeding with the repair. Apply polymerized joint adhesive to the vertical surfaces of the repair area as specified in 401.03.04. Apply tack coat as specified in 401.03.05 at an application rate of 0.15 gallons per square yard to bottom surface of the repair area. Obtain RE approval of the repair area before proceeding with the repair. Spread and grade Hot Mix Asphalt 9.5M64 Surface Course in the repair area as specified in 401.03.07.E. Ensure that the temperature of the HMA when placed and compacted is at least 250 ºF. Compact as specified in 401.03.07.F, ensuring that the top of the compacted HMA is flush with, or not greater than 1/8 inch higher than, the adjacent pavement surface. Reuse removed material as specified in 202.03.03.C.
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