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TESTING. RESEARCH, CONSULTING AND FIELD SERVICES <br />;.s. u®r�H. u54 i wnrwerrw. +uoenaaw. vua Gomr - nuaraaun i auzHau - Cro»a <br />TABLE LFI. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 6/9/2015 <br />Date Reported: 6/16/2015 <br />Client Sample ID: R#131465785 L#CFD611202 <br />Material Description: Non -Woven Geotextile Component of Double -Sided Geocomposite (Top) <br />SPECIMENS <br />ASTM D5261 Mass per Unit Area (oz/ yd.2) <br />Test Specimen Size: 4"x 8" <br />9.1 9.1 9.0 9.2 9.1 <br />ASTM D4632 Grab Tensile <br />Test was performed as directed in D4632, dry condition. Instron Tensile Testing Machine with hydraulic action grips and <br />1 in x 2 in rubber faces was used. Maximum load used for testing: 1500 lbs <br />Grab Breaking Load (lbs) <br />MD 236 <240 250 258 259 260 260 260 <br />TD 260 259 241' 239 241 250 258 241 <br />Apparent Breaking Elongation <br />MD 77 83 <br />TD 84' 87 <br />ASTM D4533 Trapezoid Tear Strength (lbs) <br />Specimens were tested as directed in Test Method D4533, dry condition. <br />MD 101' 100 102 106 111 120 <br />TD 122 126 129'' 130 131 127 <br />ASTM D4491 Permittivity (sec.-') <br />Constant Head Four specimens were tested by holding the head constant at 50 mm. The corresponding water volume passing through the specimen <br />was collected at the discharge side and the amount and time recorded. Five readings were taken for each specimen. <br />BT Technology permittivity testing apparatus compliant to ASTM D4491 requirements was used. <br />LEGENDS: <br />MD - ACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />TDONSVERSE DIRECTION Precision Geosynthetic Laboratories national dba of TRI Environmental, Inc. <br />QC'd By: q o <br />TRI Job No.: G150343 <br />TRI Control No.: 104479 <br />