Laserfiche WebLink
6. Roll manufactured sheets or panel for shipment. <br /> 7. The Geomembrane Manufacturer shall provide results of tests performed <br /> using the procedures listed in the following table, as well as certification that <br /> the materials meet or exceed the specified values. <br /> PROPERTIES FOR 60 MIL TEXTURED GEOMEMBRANE <br /> Sheet Thickness ASTM D5994 60 mils minus 10% for any <br /> measurement and the average of all <br /> measurements for any roll, not less <br /> than 60 mils (does not include <br /> textured surface) <br /> Asperity GM No. 12 20 mil (1) and examine for uniformity <br /> of texture visually. Grid or "waffle" <br /> style texturing is not allowed <br /> Sheet Density ASTM D792 or D1505 0.940—0.950 g/cm <br /> Oxidation Induction Time of ASTM D3895,200°C, 1 atm Minimum 100 minutes <br /> Polyolefins <br /> Tensile Strength Yield ASTM D638 Type IV Min. 126 lb.Per in. Width <br /> Tensile Strength at Break ASTM D638,Type IV Min. 90 lbs per in. Width <br /> Elongation at Yield ASTM D638,Type IV Min. 12% <br /> Elongation at Break ASTM D638,Type IV Min. 150% <br /> Tear Resistance ASTM D1004,Die C Min.42 Ib. <br /> Puncture Resistance ASTM D4833 Min. 108 lb. <br /> Dimensional Stability(Each ASTM D 1204,212-F 15 min. 2%max.Change <br /> Direction) <br /> Notched Constant Tensile Load ASTM D5397 >200 hours @ 30%of yield stress <br /> Low Temperature Brittleness ASTM D746 Procedure B Minus 100°F <br /> Carbon Black Content ASTM D1603 2 to 3% <br /> Carbon Black Dispersion ASTM D5596 For 10 different views: 9 in <br /> categories I or 2 and 1 in Catego 3 <br /> (1)But not less than the asperity of the geomembrane used for interface shear testing <br /> 8. The QA/QC CONSULTANT shall perform interface shear strength tests in <br /> accordance with ASTM D5321 that demonstrates that the minimum <br /> post-peak(@ 3-inch or more deformation)interfacial shear strength between <br /> the textured side of the HDPE Geomembrane and the cushion geotextile has a <br /> friction angle of 15 degrees and zero cohesion. <br /> a. Post-peak conditions are defined as the point at which the applied <br /> shear stress remains constant with increasing displacement up to <br /> 3-inch or more. Perform the interface shear strength tests between the <br /> textured HDPE Geomembrane and the clay liner in accordance with <br /> the following: <br /> b. Spray textured side of site specific HDPE geomembrane with water. <br /> C. Use test normal stresses of 2,000; 4,000; 8,000; and 12,000. <br /> FORWARD LANDFILL 02778 <br /> HIGH DENSITY POLYETHYLENE <br /> 8 (HDPE)GEOMEMBRANE <br />