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E <br />Properties for 60 mil Textured Geomembrane <br />Test <br />Test Designation R' ill encs <br />Sheet Thickness <br />ASTM D5994 <br />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 <br />'I GRI - GM No. 12 <br />20 mil "' and examine for umformity <br />of texture visually. Grid or "waffle" <br />style texturing is not allo%cd <br />Sheet IX-nsitv <br />ASTM D792_1(_qljjp" or 1) 1505 <br />0,940 —0.950 g/cm <br />Oxidation Induction <br />Time of ASTM D3895, 200°C, I atm <br />Minimum 100 minutes <br />Polyolefins <br />Tensile Strength Yield <br />ALSTMI D6W <br />Min. 126 lb. Per in, Width <br />Tensile Strength at Break <br />ASI-NID6,ka <br />lbs- Width <br />Mi - n 90 --- per in. <br />Elongation at Yield <br />ASTM EWXM <br />M,p,12% <br />k <br />Elongation at Break <br />ASTM D(& <br />Mut. 1501. <br />T,­ar Resistance <br />ASTM D1 , Die C <br />Mia. 42 lb. <br />Puncture Resistance <br />ASTM D4833 <br />Min. 108 lb. <br />Dimensional Stability (Each AsrM D1204, 212*F 15 min. <br />2% max- Change <br />Direction) <br />Notched Constant Tensile <br />Load ASTM D5397 <br />>200 hours :4 30% of yield stress <br />Low Temperature Brittleness ASTM D746 Procedure B <br />Minus 100°F <br />Carbon Black Content <br />;ASTM I)AZU <br />Carbon Black Dispersion <br />ASTM D5596 <br />For 10 difficrent views: 9 in categories <br />I or 2 and I in CateLory 3 <br />titan(13 But nal less the as xvin? of the omembrane used for interface shear testing <br />9, <br />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 meet <br />the following requirements: <br />Normal Stress s Minimum She Stress <br />— ----------2 000 <br />555 <br />4,000 <br />1110 <br />8000 <br />2,220 <br />1 2,890 <br />aL 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 />Forward Landfill WMU <br />FU -08 HIGH DENSITY POLYETHYLENE <br />02778 <br />8 (HDPE) GEOMEMBRANE <br />Deleted. 39 Tvpc IV <br />Delated: 38, Tpc IV <br />Ddeftd: A TyW IV <br />Delehich 39, T)pe IV <br />