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G /\ TES gING, RESEARCH, A-—CONSUIN AND FIELD SERVICES uz«eu- w«A USA i A— CA' USA I A«T«. SC -USA I 6 La CCA®i A I A TABLE 1 B. MATERIAL PROPERTIES CLIENT: Advanced Earth Sciences PROJECT: Foothills Area 2A Date Received: 6/9/2015 Date Reported: 6/16/2015 Client Sample ID: R#131465743 L#CFD611202 Material Description: Non -Woven Geotextile Component of Double -Sided Geocomposite (Bottom) SPECIMENS ASTM D4751 Apparent Opening Size (U.S. standard sieve size) Specimens were tested as directed in Test Method D4751. Type of sieve shaker used is W.S. Tyler Rotap. 70-100 70-100'' 70-100 70-100 70-100 ASTM D4751 Apparent Opening Size (mm) Specimens were tested as directed in Test Method D4751. Type of sieve shaker used is W.S. Tyler Rotap. 0.199 0.197 0.196 0.195 0.198 ASTM D6241 Static Puncture Strength (lbs) The specimens were tested in accordance with ASTM D6241. Specimens were conditioned for 1 hr in the laboratory at 21+1-5° C (75+1-3.6oF) and at 60%+1-10 Relative Humidity. Specimens were secured between the holding plates ensuring that they extended to or beyond the outer edges of the clamping plates. 830 811 820 791 795', 760 830 Deflection @ Maximum Force (in) 1.3 1.3 14 1.3 t3' 1.3 1.3 1.3 (End of Table 1 B) (Sheet 2 of 2) OC'd By: arCtw TRI Job No.: G150343 TRI Control No.: 104478 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 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. LEGENDS. M 1160 North Gilbert Street, Anaheim, CA 92801recisionlabs.net *NSVERSE CHINE DIRECTION , www.precisionlabs.net DIRECTION Precision Geosynthetic Laboratories or ational dba of TRI Environmental, Inc. 0