Specifications include, but are not limited to: Materials. Asphalt Cement (PG 64-16) 702.01(A) Use for non-surface mixes, unless otherwise specified in the project documents. Asphalt Cement (PG 64E-22) 702.01(B) Use for all surface mixes, except for on Lanai and Molokai, and unless otherwise specified in the project documents. Polymer modified asphalt (PMA) pavement refers to asphalt mix using PG 64E-22, unless otherwise indicated. Emulsified Asphalt 702.04 Warm Mix Asphalt Additive 702.06 Aggregate for Hot Mix Asphalt Pavement 703.09 Filler 703.15 Hydrated Lime or a liquid anti-strip approved by the engineer 712.03 (A) General. HMA pavement shall be plant mixed and shall include mixture of aggregate and asphalt binder and may include reclaimed asphalt pavement (RAP) or filler, or both. Polymer Modified Asphalt (herein referred to as PMA) pavement shall conform to all HMA pavement requirements, but with the use of asphalt binder specified in Subsection 702.01(B) – Asphalt Cement (PG 64E-22). The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these specifications. WMA processes include combinations of organic additives, chemical additives, and foaming. HMA pavement shall include surface course and may include one or more binder courses, depending on HMA pavement thickness indicated in the contract documents.
