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Moisture Content of the Clay as received <br />(End of Table 1) (Sheet 1 of 1) <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- MACHINE DIRECTION Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />TD-&SVERSE DIRECTION 0 <br />RESEARCH, CONSULTING AND FIELD SERVICES <br />AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, SC - USA I GOLD COAST - AUSTRAUA I SUZHOU - CHINA <br />0470 <br />.elATESTING, <br />TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 5/15/2015 <br />QC'd By: <br />Date Reported: 6/1/2015 <br />TRI Job No.: G150359 <br />Client Sample ID: R#502252263 L#25051211 <br />TRI Control No.: 103983 <br />Material Description: Bentoliner NWL-45 GCL <br />SPECIMENS <br />Pr( <br />1 2 3 4 5 6 7 8 9 10 <br />Adg. <br />Std. Devi Pin <br />Max <br />Spe <br />METHOD <br />DESCRIPTION <br />ASTM D5084 <br />Hydraulic Conductivity (cm./ sec.) <br />Effective Consolidation Stress: 5 psi <br />1.3E-09 <br />1,31E-09 <br />N/A <br />< 5x' <br />ASTM D5887 <br />Index Flux (m.3/ M.2 /sec.) <br />Confining Pressure: 5 psi <br />2.5E-09 <br />2.5E-0$ <br />NIA <br />ASTM D4632 <br />Peel Strength (lbs) <br />Modified <br />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 />MD 53:::60 57 58 55 <br />57 <br />3 <br />scl <br />15 Mi <br />TD 61 61 57 55 S5 <br />58 <br />3 ss <br />et <br />ASTM D5993 <br />Mass per Unit Area of the dried Clay component of the GCL (Ibs/ ftp) Specimen size: 4"x a^ Die cut <br />Drying Time/ Temp: 110+/- 50C for 16 hrs using thermostatically controlled oven. <br />Moisture Content of the Clay as received <br />(End of Table 1) (Sheet 1 of 1) <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- MACHINE DIRECTION Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />TD-&SVERSE DIRECTION 0 <br />