Specifications include, but are not limited to: Asphalt Pavement Materials and Manufacture. Section 405.2, “Materials and Manufacture”, replace from the start of the “Asphalt Cement” subsection to the end of Section 405.2 with the following: Asphalt Cement: Asphalt cement shall be of uniform consistency, free from water to the extent that it will not foam when heated to three hundred fifty degrees (350°) F., and it shall meet the following requirements for physical and chemical properties: Polymer Modified Performance Grade Asphalt Cement Original Binder: Flash Point (°C), 230 Rotational Viscosity at 135 °C (Pa’s), 3 max Dynamic Shear at grade temperature (kPa), 1.00 min Separation (°C max), 2 max Rolling Thin Film Oven Residue: Mass Loss (%), 1.00 max Dynamic Shear at grade temperature (kPa), 2.20 min Elastic Recovery at 25 °C, 10 cm Elongation (% min), 65 min Pressure Aging Vessel Residue: Dynamic Shear at test temperature (kPa), 5,000 max Creep stiffness at test temperature, stiffness 300 max MPa & m Value 0.300 min Non-Polymer Modified Performance Grade Asphalt Cement Original Binder: Flash Point (°C), 230 Rotational Viscosity at 135 °C (Pa’s), 3 max Dynamic Shear at grade temperature (kPa), 1.00 min Rolling Thin Film Oven Residue: Mass Loss (%), 1.00 max Dynamic Shear at grade temperature (kPa), 2.20 min Pressure Aging Vessel Residue: Dynamic Shear at test temperature (kPa), 5,000 max Creep stiffness at test temperature, stiffness 300 max MPa & m Value 0.300 min