Hot Mix Asphalt Sample Clauses

Hot Mix Asphalt. A. Hot Mix Asphalt shall meet the requirements of Section 7020 of the SUDAS Standard Specifications. B. The Mix Designation shall be “HMA (3M ESAL) Surface, ½”, No Friction
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Hot Mix Asphalt. Hot mix asphalt (HMA) materials and mix designs should meet the applicable requirements indicated in the current CDOT “Standard Specifications for Road and Bridge Construction”. We recommend that the HMA used for this project is designed in accordance with the Super Pave gyratory mix design method. The mix should generally meet Grading S or SX specifications with a Super Pave gyratory design revolution (NDESIGN) of 75. The mix design for the HMA should use a performance grade PG 58-28 asphalt binder. Placement and compaction of HMA should follow current CDOT standards and specifications.
Hot Mix Asphalt. The Hot Mix Asphalt shall be composed of aggregate and Bituminous Material. The mix shall not contain any recycled asphalt shingles or Reclaimed Ashphalt Pavement (RAP). The aggregate materials used for the pavement must meet the State of Maine Department of Transportation standard specifications (Division 703.09) in effect in 1998 and all applicable AASHTO standards and latest revision therafter.
Hot Mix Asphalt. (HMA) This Section shall be replaced in its entirety with Section 39 of SSS. The sewer Contractor performing work under this sewer project will be required to replace the AC pavement within the limits shown on the City Standard Detail SS4, ”Typical Trench Section”. Asphalt Concrete shall be type A, half-inch maximum for base and surface courses. The grade of asphalt binder shall be PG 64- 10.

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