Specifications include, but are not limited to: 2. Asphalt Pavement Repairs: 2.1. Asphalt pavement structural section shall consist of Type 2, Class B, Aggregate Base material per Section 200.01.03, Crushed Aggregate Base, of the Standard Specifications, compacted to 95% relative density overlaid with Type 3, PG 64-22 Plantmix Bituminous Pavement at depths as specified on the drawings. Final asphalt concrete pavement and repairs shall be as specified in Document No. 4007 Asphalt Concrete Pavement, of these Technical Specifications. 2.2. Recycled Aggregate Base will not be allowed in any public roadway. 3. Gravel Surface Roadway and Driveway Repairs: 3.1. Unpaved, gravel surfaced roadways and driveways shall be repaired to match existing conditions, but at a minimum four (4) inches thick section of Type 2, Class B, Crushed Gravel Base per Section 200.01.03 of the Standard Specifications, compacted to 95% relative density. 3.2. The subgrade shall be graded and shaped as required to construct the crushed gravel base surface. The subgrade shall be compacted to 90% relative density. 3.3. After placing, shaping, and compacting of the crushed gravel base, the finished surface shall be onehalf inch above the adjacent surface.
