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ASPHALT CONCRETE PAVING <br />Section 02513 <br />15-1207 <br />PART 2 - PRODUCTS <br />2.01 MATERIALS <br />B. Base Course Aggregate: Caltrans Specifications, Section 26, Class 2 aggregate base (3/4" <br />max.). <br />C. Asphalt Binder: Steam -refined paving asphalt conforming to State Specifications, Section <br />92, viscosity grade PG 64-10. Asphalt binder additives for WMA per Caltrans approved list <br />of manufacturer's. <br />D. Liquid Asphalt Tack Coat: Per CALTRANS section 94. <br />E. Surface Course Aggregate: Mineral aggregates for Type "B" asphalt concrete, conforming <br />to State Specifications 39-2.02, Type B, '/2" maximum, medium grading. 3/8" maximum <br />grading at Playcourt. <br />F. Seal Coat: shall be a pre -mixed asphalt emulsion blended with select fillers and fibers such <br />as: <br />1. "Park -Top No. 302", Western Colloid Products. <br />2. "Overcoat", Reed and Graham. <br />3. "Drivewalk", Conoco Oil. <br />G. Wood Headers and Stakes: Pressure treated or redwood. <br />H. Pavement Marking: Colors as directed by Architect. Colors of painted traffic stripes and <br />pavement markings must comply with ASTM D 6628. <br />1. Waterborne traffic line - colors white, yellow and red, State specification <br />PTWB-01 R3. <br />2. Waterborne traffic line for the international symbol of accessibility and other curb <br />markings — blue, red and green, Federal specification TT -P-1 952E. <br />Precast Concrete Bumpers: 3000 psi at 28 day minimum strength; 48" length unless <br />otherwise indicated; provide with steel dowel anchors and concrete epoxy. <br />J. Pavement Epoxy; K -Lite; Ktepx-590; Ennis Epoxy HPS2 or an approved equal. <br />K. Crack Filler; QPR model CAR08, 10oz asphalt crack filler; Star STA -FLEX Trowel Grade <br />crack filler or approved equal. <br />L. Reclaimed Asphalt Paugment (RAP). HMA Type A or Type B maybe produced using RAP <br />providing it does not exceed 15% or the aggregate blend. <br />2.02 MIXES <br />A. General: Plant mixed conforming to State Specifications, Section 39, Type B, %2" <br />maximum, medium grading. <br />Ell <br />