Specifications include, but are not limited to: Placing and Overlapping Geogrids and Fabrics: Place geogrid/fabric in position and roll out over the prepared subgrade. Geogrid/fabric should be cut to conform to manhole covers or other protrusions. Geogrid/fabric should be cut and overlapped as necessary to accommodate curves. Unless otherwise indicated in the plans or project provisions, all geogrids and fabrics shall be overlapped one foot (1’) in both the longitudinal and transverse directions. Pin overlaps to secure against separation and to provide anchorage. Over very soft ground, wire, plastic ties or hog rings can be used on five to twenty-foot spacings as necessary to secure the overlaps. 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.