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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 88 84 86 82 85 86 88 85 87 <br />I 86 <br />I 2 <br />« min <br />82 <br />Density (ASTM D 1505) <br />Density (g /cm3) 0.936 0.935 0.935 <br />0.001 <br />0.935 <br />Carbon Black Content (ASTM D 1603,Mod) <br />% Carbon Black 2.83 2.88 <br />0.04 <br />2.86 <br />Tensile Properties (ASTM D 638 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 172 172 163 162 174 <br />TD Yield Strength (ppi) 176 173 172 169 186 <br />MD Break Strength (ppi) 284 288 284 256 283 <br />TD Break Strength (ppi) 206 242 216 235 231 <br />MD Yield Elongation ( %) 25 25 25 25 25 <br />I D Yield Elongation ( %) 23 21 25 23 23 <br />MD Break Elongation ( %) 624 645 659 599 600 <br />TD Break Elongation ( %) 465 578 516 569 510 <br />169 <br />6 <br />7 <br />I 175 I <br />279 <br />13 <br />15 <br />I 226 <br />25 <br />0 <br />1 <br />23 <br />I <br />I <br />625 <br />27 <br />I 528 I <br />46 <br />Material: Poly -flex Single Sided Textured 80 mil. LLDPE Geomembrane <br />Sample Identification: LT2 -8 -10- 6141 -37 <br />TRI Log #: E2341 -56 -08 <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 />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 4 of 7 <br />GeosyntheticTestl ng. com <br />9063 Bee Caves Road / Austin, TX 78733/512 263 2101 / fax: 512 263 2558 <br />