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TESTING, RESEARCH' CONSULTING AND FIELD SERVICES <br />AUSTIN, TX. USA I ANAHEIM, CA - USA I ANDERSON, SC - USA 1 601-0 COAST - AUSTRAUA I SUZi-IOU - CHINA <br />0 June 16, 2015 <br />Kris Khilnani <br />Advanced Earth Sciences <br />9307 Research Drive <br />Irvine, CA 92618 <br />Re: FINAL LABORATORY TEST REPORT <br />Dear Mr. Khilnani: <br />Thank you for consulting TRI California for your material testing needs. <br />dds <br />A <br />Initial:OVZ #:0.13 <br />DATE: 06/16/2015 <br />Enclosed is the final laboratory report for the Conformance testing of two (2) 300mil Double Sided Geocomposite samples. <br />PROJECT NAME: Foothills Area 2A <br />REFERENCE TRI JOB NO.: G150343 <br />DATE RECEIVED: June 1, 2015 and June 9, 2015 <br />SAMPLED BY: TRI -CA at GSE, SC <br />SAMPLE IDENTIFICATIONS: <br />SAMPLE ID TRI CONTROL NUMBER <br />1.R#131465743 L#CFD611202 <br />DS Geocomposite 104473 <br />Geonet 104475 <br />NW Geotextile Top/ Bottom 104477/104478 <br />DATE REPORTED: June 16, 2015 <br />SAMPLE ID TRI CONTROL NUMBER <br />2.R#131465785 L#CFD611202 <br />DS Geocomposite 104474 <br />Geonet 104476 <br />NW Geotextile Top/ Bottom 104479/104480 <br />TESTS REQUIRED / PERFORMED: <br />TEST METHOD DESCRIPTION TEST METHOD DESCRIPTION <br />Geonet Component NW Geotextile Component <br />1. ASTM D5199 Thickness 6. ASTM D4632 Grab Tensile <br />2. ASTM D792 Specific Gravity 7. ASTM D5261 Mass Per Unit Area <br />3. ASTM D1603 Carbon Black Content 8. ASTM D6241 Static Puncture Resistance <br />Geocomposite 9. ASTM D4533 Trapezoidal Tear Resistance <br />4. ASTM D4716 Transmissivity 10.ASTM D4491 Permittivity <br />5. ASTM D7005 Ply Adhesion 11.ASTM D4751 Apparent Opening Size <br />TEST RESULTS: The test results are summarized in the attached Tables 1, 1A, 1B, 2, 2A and, 2B. <br />Respectfully, <br />TRI Environmental, Inc. - California <br />q o e <br />�t�- *44 <br />Maria Espitia Carmelo V. Zantua <br />Quality Assurance Technical Director <br />signatures tire on file <br />It shall be noted that the samples tested are believed to be true representatives of the material produced under the designation herein stated. In addition, the attached <br />laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate test methods hereby employed are based <br />on the current and accepted industry practices. TRI neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. The test data and <br />all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent <br />entity duly authorized by the respective client or from the client itself. It is our policy to keep physical records of each job for two (2) years commencing from the date of receipt of <br />the samples and keep its corresponding electronic file for seven (7) years. Retained conformance samples are disposed of after one (t) month. On the other hand, should <br />you need us to keep them at a longer period, please advise us in writing. <br />0 13 Pages Total <br />1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />