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• 01of1 <br /> TABLE 8 <br /> SUMMARY OF CONFORMANCE TEST RESULTS FOR 60-MIL DST HDPE GEOMEMBRANE <br /> CQA SERVICES FOR CONSTRUCTION OF AREA 2A AT <br /> FOOTHILL SANITARY LANDFILL, SAN JOAQUIN COUNTY, CA <br /> Project No.: 14-101-01 Contractor: R.J. Gordon <br /> Client: San Joaquin County Geosynthetic Sub: Great Basin <br /> Carbon <br /> Asperity Black Black <br /> Density Tensile Properties Content Dispersion <br /> ASTM ASTM ASTM <br /> ASTM D73994 ASTM D7466 1 1505 ASTM D6693D4218 D5596 <br /> Strength at Strength at Elongation Elongation In <br /> + SideB Yield Break at Yield at Break Category <br /> Roll ' <br /> Number 1 MD 1 MD TD MD TD <br /> Specification 60 54 20 20 0.940 126 90 12 100 2-3 9 <br /> 108181768 15D1291 63 62 31 30 0.943 181 178 187 181 19 17 477 431 2.39 10 Yes <br /> 108181776 15D1291 62 62 29 35 0.944 180 176 184 181 19 17 458 408 2.37 10 Yes <br /> 108181784 15D1291 62 61 31 30 0.942 181 175 183 178 19 18 411 423 2.33 10 Yes <br /> 108181792 15D1291 61 61 30 32 0.943 187 175 183 176 19 17 404 432 2.38 10 Yes <br /> 108181800 15D1291 62 61 28 34 0.944 178 173 188 184 19 18 474 498 2.27 10 Yes <br /> 108181808 15D1291 62 61 31 31 0.943 178 173 183 174 19 16 411 402 2.34 10 Yes <br /> 108181816 15D1290 63 62 31 31 0.944 180 174 186 181 19 17 447 449 2.30 10 Yes <br /> 108181824 15D1290 62 62 30 34 0.943 177 175 192 183 19 17 456 494 2.28 10 Yes <br /> Measured Average 62 62 30 32 0.943 180 175 186 180 19 17 442 442 2.33 <br /> Measured Minimum 61 61 28 30 0.942 177 173 183 174 19 16 404 402 2.27 <br /> Measured Maximum 63 62 31 35 0.944 187 178 192 184 19 18 477 498 2.39 <br /> Notes: <br /> MD : Machine Direction <br /> TD :Transverse Direction <br /> * :9 out of 10 in category 1 or 2 and 1 in category 3 <br /> wdvancerf <br /> P:\14 Projects\14-101 (SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\HDPE Conformance.xlsx EarthAklenca:'Inc- <br /> GsoPrdueceend ErrvkorxneMel Conm+Nenfr <br />