Specifications include, but are not limited to: The Contractor shall provide all materials, labor, and equipment necessary to perform the HMA re‐surfacing items on MDOT trunklines in Ottawa, Muskegon, Oceana, Mason and Allegan Counties. This contract may be increased or decreased as needed by MDOT throughout the Contract period March 15, 2024 thru November 15, 2026. Materials - HMA Wedging and Skip Paving, The HMA based upon MDOT specifications. 2.HMA Mix Criteria for all mixes in this contract: Design Air Voids shall be 4.0% and shall be regressed to 2.5% in production by the addition of virgin liquid asphalt. Target bitumen shall be 5.7% with a minimum of 5.5%. Total RAP binder by weight must not exceed 15% for any HMA mixture. The Minimum Fine Aggregate Angularity for any given HMA mixture shall be 40.0. The Minimum Crush Percentage for 4EL and 5EL HMA mixtures shall be 65%. The Aggregate Wear Index (AWI) for the top course shall be 260, minimum. The Performance Grade binder range for all HMA mixtures shall be PG 58‐28. The Bond Coat material shall be per Section 501.02. The uniform rate of application between courses shall be 0.05 to 0.15 gallons per square yard, as directed by the Engineer.