Geotextile Fabric: The fabric shall consist of high tenacity monofilament and fibrillated polypropylene yarns. The fabric shall maintain its reinforcement, filtration, and separation capabilities under repeated dynamic loads while in service and shall also be resistant to ultraviolet degradation, to damage under normal construction practices and to all forms of biological or chemical degradation normally encountered in the material being reinforced.; 2. 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
