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• 9 01of1 <br /> TABLE 10 <br /> SUMMARY OF CONFORMANCE TEST RESULTS FOR GEOCOMPOSITE <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 /> carboll <br /> Black Design Illy Apparent Mass per Static Trapezoid Tear <br /> 'I'll ickliess Density Content TransmiltivitO Adhesion OpeningSize Unit Area Grab Tensile Puncture Strength Permittivity <br /> ASTM ASTM ASTM ASTM ASTM <br /> D5199 D1505 D1003 ASTM 1),1716 D7005 ASTM D475 I D5261 ASTM D4632 ASTM D6241 ASTM D4533 ASTM D4491 <br /> At At Side side Side side <br /> Holl Resill Lot side side Side Side Side Side Side Side S1,ecitication <br /> Number Ntimber - - - A 13 Side A Side B A 13 MD TD MD TD A B MD TD MD 'I'D A B (Ves/No) <br /> Specification 1 250 1 0.932 1 2-3 1 5.00E-04 1.0 1 50.2 1 8.0 1 210 1 575 56' 1.0 <br /> 131465743 CFD611202 325 0.956 2.32 1.29E-03 9.86E-04 3.3 1 3.6 0.198 1 0.197 9.0 1 9.2 1 238 1 263 1_235_[257 1 807 1 807 1 114 129 117 128 1.82 1 1.77 1 Yes <br /> 131465785 CFD611202 324 0.956 2.35 NR NR 2.8 1 2.7 0.199 0.199 9.1 1 9.0 1 251 1 247 1 244 1 248 1 806 1 766 1 111 128 114 127 1.84 1 1.75 1 Yes <br /> Notes: <br /> MD :Machine Direction <br /> TD :Transverse Direction <br /> * :Transmissivity test was performed under two hydraulic gradients of 0.33 and 0.50;1-hour,24-hour and 100-hour measurements were taken;The 100-hour measurements are listed above. <br /> NR :Test not required(only one design transmissivity was required). <br /> .LdHncad <br /> P:\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\Geocomposite Conformance.xlsx - o <br />