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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) 86 86 86 87 86 84 85 87 84 83 <br />85 <br />I 1 <br />« min <br />83 <br />I <br />Density (ASTM D 1505) <br />Density (g /cm3) 0.936 0.936 0.936 <br />0.000 <br />0.936 <br />Carbon Black Content (ASTM D 1603,Mod) <br />% Carbon Black 2.62 2.61 <br />0.01 <br />2.62 <br />Tensile Properties (ASTM D 638 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 176 174 178 176 156 <br />TD Yield Strength (ppi) 164 178 180 164 156 <br />MD Break Strength (ppi) 272 267 277 269 256 <br />TD Break Strength (ppi) 233 233 265 232 215 <br />MD Yield Elongation ( %) 25 25 29 25 25 <br />1 0 Yield Elongation ( %) 22 24 24 22 23 <br />MD Break Elongation ( %) 596 603 634 601 621 <br />TD Break Elongation ( %) 589 539 624 585 545 <br />172 <br />9 <br />10 <br />( 168 <br />268 <br />I 8 <br />18 <br />I 236 <br />26 <br />2 <br />1 <br />( 23 <br />611 <br />16 <br />I 576 <br />I 35 <br />M aterial: Poly -flex Single Sided Textured 80 mil. LLDPE Geomembrane <br />Sample Identification: LT2 -8 -10- 6264 -37 <br />TRI Log #: E2341 -56 -09 <br />PARAMETER <br />MD Machine Direction <br />TRI I 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 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 4 of 7 <br />GeosyntheticTesting.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />