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Final Construction Quality Assurance Report— WMU FU -13 <br />Forward Landfill <br />TABLE 6 <br />GEOMEMBRANE CONFORMANCE TESTING SUMMARY <br />TEST RESULTS <br />Geo -Lt <br />ASSOCIATE <br />ASPERITY <br />ASTM D- <br />ASTM D- <br />ASTM D-1505 <br />ASTM D-6693 <br />HEIGHT <br />ASTM D-1593 <br />5596 <br />4218 <br />(GRI GM 15) <br />CARBON <br />TENSILE <br />TENSILE <br />ELONG. @ <br />ELONG. @ <br />CARBON <br />BLACK <br />DENSITY <br />STRENGTH <br />STRENGTH @ <br />YIELD <br />BREAK <br />THICKNESS <br />THICKNESS <br />P/F <br />SAMPLE NO. <br />BLACK <br />CONTENT <br />(G/CM3) <br />@ YIELD <br />BREAK <br />N <br />N <br />(MILS) <br />(MILS) <br />DISPERSION <br />N <br />(PPI) <br />(PPI) <br />MD/TD <br />MD/TD <br />MD/TD <br />MD/TD <br />SPEC. <br />Cat 1 or 2 <br />2-3 <br />0.940-0.950 <br />126 min. <br />90 min. <br />12 <br />150 <br />20 <br />60 ave, 54 min <br />-- <br />SST <br />823567.13 <br />1 <br />2.22 <br />0.946 <br />154/177 <br />244/178 <br />22/16 <br />536/511 <br />40 <br />63/61 <br />P <br />823454.13 <br />1 <br />2.33 <br />0.945 <br />167/187 <br />253/162 <br />21/17 <br />509/350 <br />34 <br />64/62 <br />P <br />823679.13 <br />1 <br />2.24 <br />0.945 <br />170/183 <br />256/132 <br />22/16 <br />522/335 <br />32 <br />65/63 <br />P <br />DST <br />823687.13 <br />1 <br />2.2 <br />0.947 <br />158/177 <br />216/171 <br />25/18 <br />466/468 <br />39/32 <br />64/63 <br />P <br />823704.13 <br />1 <br />2.32 <br />0.946 <br />155/176 <br />207/176 <br />25/21 <br />438/439 <br />40/33 <br />64/62 <br />P <br />823795.13 <br />1 <br />2.33 <br />0.946 <br />157/166 <br />207/174 <br />22/17 <br />443/465 <br />40/34 <br />62/61 <br />P <br />Geo -Lt <br />ASSOCIATE <br />