05302025b - Sandborn Rd. Type 3 Dense Binder & 6.3mm Polymer-Modified Hot Mix Asphalt Hwy Re

This work shall consist of developing Type 3 dense binder & Polymer-Modified H.M.A. mixture using the Superpave Mix Design procedure detailed in NYSDOT Standard Specifications except as modified in these specifications.  Polymer-Modified H.M.A pavement course shall be constructed in accordance with these specifications and in reasonably close conformity with the required lines, grades, thicknesses, and typical sections shown on the plans or established by the Highway Superintendent.  This is a performance-based specification in which the Contractor is responsible for compacting the pavement to a specified density requirement.  Written instructions for determining pavement density are available from the Regional Materials Engineer or the Director, Materials Bureau.