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1 2 3 4 5 6 7 8 9 10 <br />Thickness (ASTM D GRI GM8 via ASTM D 5994) <br />Thickness (mils) 88 84 82 85 83 82 88 87 86 89 <br />85 <br />I 3 <br />« min <br />I 82 <br />Density (ASTM D 1505) <br />Density (g /cm3) 0.937 0.937 0.937 <br />0.000 <br />0.937 <br />Carbon Black Content (ASTM D 1603,Mod) <br />% Carbon Black 2.89 2.80 <br />0.06 <br />2.85 <br />Tensile Properties (ASTM D 638 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 177 172 165 170 181 <br />TD Yield Strength (ppi) 179 169 162 180 167 <br />MD Break Strength (ppi) 293 263 287 254 332 <br />TD Break Strength (ppi) 246 226 224 226 225 <br />MD Yield Elongation ( %) 22 22 22 22 22 <br />I D Yield Elongation ( %) 23 23 23 23 23 <br />MD Break Elongation ( %) 653 614 670 593 731 <br />TD Break Elongation ( %) 561 551 549 513 549 <br />173 <br />I 6 <br />8 <br />I 171 <br />286 <br />30 <br />I 9 <br />I 229 <br />22 <br />I 0 <br />0 <br />I 23 <br />652 <br />I 54 <br />I 545 <br />I 19 <br />M aterial: Poly -flex Single Sided Textured 80 mil. LLDPE Geomembrane <br />Sample Identification: LT2 -8 -10- 6109 -37 <br />TRI Log #: E2341 -56 -08 <br />PARAMETER <br />MD Machine Direction <br />TRI / Environmental, Inc. <br />A Texas Research International Company <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: AMEC Earth & Environmental <br />Project: Cripple Creek Mine, Victor Colorado <br />TEST REPLICATE NUMBER <br />I STD. <br />MEAN DEV. <br />TD Transverse Direction <br />The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply <br />to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. <br />TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. <br />page 2 of 7 <br />GeosyntheticTesti n g.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />