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A4 1�' TRI I Environmental, Inc. <br />A Texas Research International Company <br />• <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: AMEC <br />Project: CC + V <br />Material: Single Sided Textured 100 mil LLDPE Geomembrane <br />Sample Identification: 6027 <br />TRI Log #: E2324 -69 -06 <br />STD. <br />PARAMETER TEST REPLICATE NUMBER MFeW n FV <br />MD Machine Direction 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 />• <br />page 3 of 4 <br />GeosyntheticTestl ng.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 7 8 9 10 <br />Thickness (ASTM D 5994) <br />Thickness (mils) <br />108 <br />106 <br />105 <br />119 <br />108 <br />108 111 116 108 109 <br />110 <br />4 <br />105 <br />« min <br />Density (ASTM D 1505) <br />Density (g /cm3) <br />0.936 <br />0.936 <br />0.936 <br />0.936 <br />0.000 <br />Carbon Black Content (ASTM D 4218) <br />% Carbon Black <br />2.51 <br />2.54 <br />2.53 <br />0.02 <br />Tensile Properties (ASTM D 6693 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) <br />210 <br />200 <br />201 <br />203 <br />217 <br />206 <br />7 <br />TD Yield Strength (ppi) <br />230 <br />208 <br />217 <br />211 <br />199 <br />213 <br />12 <br />MD Break Strength (ppi) <br />306 <br />323 <br />267 <br />321 <br />340 <br />311 <br />28 <br />TD Break Strength (ppi) <br />283 <br />253 <br />263 <br />278 <br />278 <br />271 <br />13 <br />MD Yield Elongation ( %) <br />23 <br />23 <br />23 <br />23 <br />23 <br />23 <br />0 <br />r D Yield Elongation ( %) <br />23 <br />23 <br />23 <br />23 <br />23 <br />23 <br />0 <br />MD Break Elongation ( %) <br />588 <br />649 <br />536 <br />636 <br />649 <br />612 <br />49 <br />TD Break Elongation ( %) <br />525 <br />510 <br />505 <br />560 <br />586 <br />537 <br />35 <br />MD Machine Direction 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 />• <br />page 3 of 4 <br />GeosyntheticTestl ng.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />