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TESTING, RESEARCH, CONSULTING AND FIELD SERVICES -- —...., rx USA I A.A...., CA - USA 1 A -o ..rn.., ac - USA I G.I. S.,v. - C....., TABLE 2. MATERIAL PROPERTIES CLIENT: Advanced Earth Sciences PROJECT: Foothills Area 2A Date Received: 9/11/2015 Date Reported: 9/15/2015 Client Sample ID: J20219343 Material Description: 8oz Non -Woven Geotextile 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 70-300 70-100 70-100 X0-100 70 ASTM D4751 Apparent Opening Size (mm) Specimens were tested as directed in Test Method D4751. Type of sieve shaker used is WS. Tyler Rotap, O.ZO 0:21#70.211 0:210 0.208 _. 0. ASTM D6241 Static Puncture Strength (Ibs) The specimens were tested in accordance with ASTM D6241. Specimens were conditioned for 1 hr in the laboratory at 21+/-5°C (75+/-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. 599 589 83i 6211 620 607 594'' 589 ......:. _ ... _ __ .....::,. _ ..:, ........ , _ 000 6 Deflection @ Maximum Force (in) 2.0 2.1 2.2 2f 2.2 24 2.4 2.1 :i 14 2.0. (End of Table 2) (Sheet 2 of 2) OC'd By: TRI Job No.: G150901 TRI Control No.: 106792 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: MD - MACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net TDOSVERSE DIRECTION Precision Geosynthetic Laboratorie*national dba TRI Environmental, Inc. is