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80-mil HDPE <br />• Thickness (nominal) mils 80 mil ASTM D1593 <br />Thickness, mils, minimum 72 mil ASTM D1593 <br />Density (g/cc), max 0.94 ASTM D1505 <br />Carbon black content, % 2-3 ASTM D1603 <br />Puncture resistance, lb 350 FTMS 1O1C2065 <br />Tear strength, lb 40 ASTM D1004 <br />Ultimate tensile strength, lb/in 240 ASTM D638 <br />Ultimate elongation, X 500 ASTM D638 <br />Modulus of elasticity, psi 80,000 ASTM D882 <br />All values, except when specified as minimur~ or maximum, <br />represent average lot property values. <br />In the event of unspecified criteria for material properties, <br />installation or testing the specification shall adopt the <br />criteria of National Sanitation Foundation Publication No. 54. <br />On-site storage is the responsibility of the Contractor. <br />The rolls shall be stored on a smooth prepared surface (no <br />wooden pallets) and shall not be stacked more than two rolls <br />• , high. The geomembrane shall be stored in such a manner as to <br />be protected from puncture, dirt, grease, water, moisture, mud, <br />mechanical abrasions, excessive heat, or other damage. <br />7.3.2 Placement <br />The liner shall be installed by crews experienced in the <br />placement of the particular type of liner to be installed on <br />projects of similar size and type, according to the <br />manufacturer's recommendations. Experience records of the liner <br />manufacturer and installer shall be submitted too the Engineer <br />for review. Approval of the manufacturer and installer shall <br />be obtained from the Engineer prior to purchase of material <br />or mobilization of the installer. <br />The Contractor shall visually inspect all delivered liner <br />materials on arrival at the job site for damage and <br />• identification. Any damage to the liner panels caused by <br />33 <br />