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TESTING, RESEARCH, CONSULTING AND (FIELD SERVICES <br />AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, SC - USA I GOlO COAST - AUSTRAUA I SUZHOU - CHINA <br />TABLE 2. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 6/2/2015 <br />Date Reported: 6/11/2015 <br />Client Sample ID: R#502252622 L#25051811 <br />Material Description: Bentoliner NWL-45 GCL <br />SPECIMENS <br />5 6 <br />ASTM D5084 Hydraulic Conductivity (cm./ sec.) <br />Effective Consolidation Stress: 5 psi <br />ASTM D5887 Index Flux (m.'/ m.`/sec.) <br />Confining Pressure: 5 psi <br />ASTM D4632 Peel Strength (lbs) <br />Modified Test was conducted as directed in ASTM D4632 in dry condition using Tensile Machine with a full scale of 100 lbs. <br />Jaw faces uses rubber for padding. <br />MD51 51 68 5i) 53 <br />TD 62 65 67 64 61 <br />ASTM D5993 Mass per Unit Area of the dried Clay component of the GCL (lbs/ <br />Drying Time/ Temp: 110+/- 5°C for 16 hrs using thermostatically controlled oven. <br />Moisture Content of the <br />(End of Table 2) <br />as received (percent) <br />Specimen Size: 4"x 8" Die cut <br />(Sheet 1 of 1) <br />QC'd By: q" <br />TRI Job No.: G150419 <br />TRI Control No.: 104271 <br />By accepting the data and results presented on this report, the Client agrees to limit the liability of TRI Environmental, Inc from Client and all other parties for claims on issues, due to the use of this data, to the cost for the respective tests presented in <br />this report; and the Client agrees to indemnify and hold harmless TRI Environmental, Inc from and against all liabilities in excess of the aforementioned limit. <br />LEGENDS: 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />MD -CHINE DIRECTION Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />TDSVERSE DIRECTION 9 <br />