Specifications include, but are not limited to: Construct a mineral aggregate and asphalt binder surface treatment installed as a High Density Mineral Bond over the roadway surface. Criterion Test Method Min Max Asphalt Content, percent by weight ASTM D2172 17 20 Solids Content, percent by weight ASTM D1644 55 63 Initial Brookfield Viscosity at 77o F (Spindle 4, 20 rpm), cPs ASTM D2196 5,500 9,000 Ash Content, percent by weight ASTM D29391 38 Ash Content of Solids, percent by weight (a) ASTM D2939 65 Density, lbs/gal ASTM D2939 11 pH ASTM E70 6.0 8.0 Total Inorganic Aggregate Content, percent by weight (b) AASHTO T1112 37 Total Sand Content, percent by weight 6.0 Maximum VOC, g/L ASTM D3960 5 Resistance to Re-Emulsification ASTM D2939 No Re-Emulsification Wear Resistance, percent loss by weight (c) ASTM D24863 4