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0 01of1 <br /> TABLE 7 <br /> SUMMARY OF CONFORMANCE TEST RESULTS FOR GCL <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 /> Mass per Unit Area Index Flux "ydraulic Conductivity Peel Strength <br /> Roll Daily Lot Clay Lot ASTM D5993 ASTM D5887 ASTM D50134 ASTM D4632 Meet Specification <br /> Ntimber Number Number (lb/ft2) (cin/s) (lbs) (Ves/No) <br /> Specification 0.75 <1.0E-08 5 5.0E-09 15 <br /> 502252263 25051211 1050515 1.04 2.5E-09 1.3E-09 57 58 Yes <br /> 502252301 25051211 1050515 1.06 5.6E-10 2.7E-10 59 59 Yes <br /> 502252322 25051211 1050715 0.99 3.6E-10 1.5E-10 60 49 Yes <br /> 502252344 25051311 1050715 1.01 7.3E-10 3.4E-10 57 58 Yes <br /> 502252383 25051311 1050715 1.01 5.5E-10 2.7E-10 59 54 Yes <br /> 502252422 25051411 1050815 1.03 8.9E-10 4.6E-10 60 56 Yes <br /> 502252622 25051811 1051115 1.03 1.1E-09 4.7E-10 53 64 Yes <br /> 502252655 25051811 1051315 1.02 2.2E-09 1.1E-09 59 58 Yes <br /> 502252695 25051811 1051315 1.04 1.6E-09 7.3E-10 58 58 Yes <br /> 502252733 25051911 1051315 1.01 1.6E-09 8.5E-10 52 54 Yes <br /> 502252748 25051911 1051515 0.99 9.1E-10 3.9E-10 53 56 Yes <br /> Measured Average 1.02 1.2E-09 5.8E-10 57 57 - <br /> Measured Minimum 0.99 3.6E-10 1.5E-10 52 49 - <br /> Measured Maximum 1.06 2.5E-09 1.3E-09 60 64 - <br /> Notes: <br /> MD : Machine Direction <br /> TD :Transverse Direction <br /> Advtnctld <br /> P:\14 Projects\14-101 (SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\GCL conformance.xlsx Eat' 'hper ' <br /> c«xedrxcsi ana EmMo�uw coneukmx, <br />