203-011 General Excavation gal/cu yd 10,000 cu yd 0.29 0.15 203-02 Drainage Excavation gal/cu yd 10,000 cu yd 0.29 0.15 203-031 Embankment gal/cu yd 10,000 cu yd 0.29 0.15 203-04 Nonplastic Embankment gal/cu yd 10,000 cu yd 0.29 0.15 203-07 Borrow (Vehicular Measurement) gal/cu yd 10,000 cu yd 0.29 0.15 301-01 Class I Base Course gal/cu yd 3,000 cu yd 0.88 0.57 301-02 Class I Base Course ( " Thick) gal/sq yd 50,000 sq yd 0.04 0.03 302-01 Class II Base Course gal/cu yd 3,000 cu yd 0.88 0.57 302-02 Class II Base Course ( " Thick) gal/sq yd 50,000 sq yd 0.04 0.03 303-01 In-Place Cement Stabilized Base Course ( “Thick) gal/sq yd 50,000 sq yd 0.04 0.03 303-03 In-Place Cement Treated Base Course ( “ Thick) gal/sq yd 50,000 sq yd 0.04 0.03 304-02 Lime Treatment (Type B) gal/sq yd 50,000 sq yd 0.04 0.03 304-03 Lime Treatment (Type C) gal/sq yd 50,000 sq yd 0.04 0.03 304-04 Lime Treatment (Type D) gal/sq yd 50,000 sq yd 0.04 0.03 305-01 Subgrade Layer ( " Thick) gal/sq yd 50,000 sq yd 0.04 0.03 401-01 Aggregate Surface Course (Net Section) gal/cu yd 3,000 cu yd 0.88 0.57 401-02 Aggregate Surface Course (Adjusted Vehicular Measurement) gal/cu yd 3,000 cu yd 0.88 0.57 501-01 Thin Asphalt Concrete (Dense Mix) gal/ton 1000 ton 2.403 0.2 501-02 Thin Asphalt Concrete (Coarse Mix) gal/ton 1000 ton 2.403 0.2 501-03 Thin Asphalt Concrete (OGFC) gal/ton 1000 tons 2.403 0.2 502-01 Asphalt Concrete gal/ton 1000 ton 2.403 0.2 502-02 Asphalt Concrete gal/cu yd 500 cu yd 4.804 0.4 502-03 Asphalt Concrete ( " Thick) gal/sq yd 10,000 sq yd 0.135,6 0.016 502-04 Asphalt Concrete (SMA) Wearing Course gal/ton 1000 ton 2.403 0.2 510-02 Pavement Widening gal/sq yd 3,000 sq yd 0.86 0.24
