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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) 89 86 84 86 82 84 86 86 85 84 <br />85 <br />I 2 <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 2.68 2.75 <br />0.05 <br />2.72 <br />Tensile Properties (ASTM D 638 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 170 166 158 170 156 <br />TD Yield Strength (ppi) 164 170 170 178 168 <br />MD Break Strength (ppi) 280 279 273 297 282 <br />TD Break Strength (ppi) 255 212 223 218 247 <br />MD Yield Elongation ( %) 26 26 29 29 29 <br />I D Yield Elongation ( %) 24 27 27 25 25 <br />MD Break Elongation ( %) 613 629 655 661 650 <br />TD Break Elongation ( %) 625 525 539 501 579 <br />164 <br />7 <br />5 <br />I 170 <br />282 <br />9 <br />19 <br />I 231 I <br />28 <br />I 2 <br />1 <br />I 26 <br />642 <br />20 <br />554 <br />49 <br />M aterial: Poly -flex Single Sided Textured 80 mil. LLDPE Geomembrane <br />Sample Identification: LT2 -8 -10- 6292 -37 <br />TRI Log #: E2341 -56 -09 <br />2grithiN <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 />MEAN <br />STD. <br />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 6 of 7 <br />G eosyntheti cT esti ng. com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />