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n <br />COQ' TRI i Environmental, Inc. <br />A Texas Research International Company <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: Republic Services <br />Project: Forward Landfill <br />Material: Agru 60 aril Microspike HDPE Geomembrane <br />Sample Identification: 907221.09 <br />TRI Log #: E2330-26-09 <br />PARAMETER <br />TEST REPLICATE NUMBER <br />ISTD. PROJ. <br />MEAN DEV. SPEC. <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 daim as to the final use and purpose of the material. <br />TRI observes and maintains diets confidentiality. TRI limits reproduction of this report, except in full, vAthout prior approval of TRI. <br />page 3 of 3 <br />GeosynthaticTesting.com <br />9063 See Caves Road / Austin, TX 78733 / 512 263 21011 fax 512 203 2558 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />Thickness (ASTM D 5994) <br />Thickness (mils) <br />64 <br />64 <br />61 <br />65 <br />63 <br />62 <br />65 <br />62 <br />64 <br />62 <br />64 <br />1 <br />60 avg <br />64 <br />66 <br />61 <br />63 <br />65 <br />63 <br />64 <br />63 <br />65 <br />65 <br />61 <br />«min <br />54 min <br />Asperity Height (GRI GM 12) <br />Asperity Height (mils) - Side A <br />29 <br />31 <br />31 <br />30 <br />32 <br />30 <br />32 <br />33 <br />33 <br />33 <br />31 <br />1 <br />20 min <br />Asperity Height (mils) - Side B <br />30 <br />29 <br />30 <br />28 <br />27 <br />32 <br />28 <br />29 <br />28 <br />27 <br />28 <br />2 <br />20 min <br />Density (ASTM D 1$05) <br />0.940 min <br />Density (g/cm3) <br />0.946 <br />0.946 <br />0.946 <br />0.948 <br />0.000 <br />0.950 max <br />Carbon Black Content (ASTM D 4218) <br />% Carbon Black <br />2.27 <br />2.24 <br />r-7-26-1 <br />0.02 <br />2-3% <br />Carbon Black Dispersion (ASTM D 5596) <br />Rating -1 at field view <br />1 <br />1 <br />1 <br />1 <br />1 <br />9 Cat 1, 2 <br />Rating - 2nd field view <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 Cat 3 <br />Tensile Properties (ASTM D 638fGRl GM 13, 2 ipm strain rate, Type IV specimen ) <br />MD Yield Strength (ppi) <br />166 <br />162 <br />180 <br />167 <br />170 <br />169 <br />7 <br />126 min <br />TD Yield Strength (ppi) <br />174 <br />167 <br />174 <br />177 <br />171 <br />173 <br />4 <br />126 min <br />MD Break Strength (ppi) <br />216 <br />210 <br />222 <br />216 <br />220 <br />217 1 <br />5 <br />90 min <br />TD Break Strength (ppi) <br />202 <br />189 <br />135 <br />199 <br />190 <br />183 <br />27 <br />90 min <br />MD Yield Elongation (%) <br />22 <br />22 <br />22 <br />22 <br />22 <br />r-2-271 <br />0 <br />12 min <br />TD Yield Elongation (%) <br />17 <br />17 <br />17 <br />17 <br />17 <br />17 <br />0 <br />12 min <br />MD Break Elongation (%) <br />486 <br />461 <br />489 <br />466 <br />489 <br />478 <br />13 <br />150 min <br />TD Break Elongation (%) <br />568 <br />569 <br />411 <br />584 <br />568 <br />540 <br />72 <br />150 min <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 daim as to the final use and purpose of the material. <br />TRI observes and maintains diets confidentiality. TRI limits reproduction of this report, except in full, vAthout prior approval of TRI. <br />page 3 of 3 <br />GeosynthaticTesting.com <br />9063 See Caves Road / Austin, TX 78733 / 512 263 21011 fax 512 203 2558 <br />