Higman Park Hill 1 and Hill 2 HMA

1. The yield for the proposed HMA, 5E1 (Top Course) is 220 pounds per square yard. 2. The yield for the proposed HMA, 5E1 (Base Course) is 110 to 165 pounds per square yard. 3. The yield for the proposed HMA, 5E1 (Hand Patching) is a variable amount pounds per square yard based on application. 4. The yield for the proposed HMA, 5E1 (HMA Approach) is 220 pounds per square yard. 5. The Asphaltic Cement for the mixture shall be performance grade 64-28. 6. The Bond Coat Material shall be SS-1h. The application rate shall be 0.05 to 0.15 gallons per square yard as directed the Engineer. The Bond Coat shall not be a pay item. 7. The Aggregate Wear Index (AWI) number required for the aggregate used in production of the HMA mixture used in the wearing course of the traveled way shall be 260 minimum.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.