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TESTING, RESEARCH, CONSULTING AND FIELD SERVICES <br />AUSTIN, TX - USA I ANAH61m, CA - USA I ANDERSON, SC - USA I GOI-O COAST - AUSTRALIA I SUZNOU - CNINA <br />ZjMk� <br />TABLE 1. <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#502252322 L#25051211 <br />Material Description: Bentoliner NWL-45 GCL <br />SPECIMENS <br />1 2 <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 (Ibs) <br />Moisture Content of the Clay as received (percent) <br />(End of Table 1) <br />(Sheet 1 of 1) <br />QC'd By: q <br />TRI Job No.: G150419 <br />TRI Control No.: 104270 <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: <br />MD- MACHINE DIRECTION <br />TD- TRANSVERSE DIRECTION <br />1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />