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WMU FU-06 November 2006 <br /> Forward Landfill Project No.021605.07 <br /> TABLE 8 <br /> GEOMEMBRANE CONFORMANCE TESTING SUMMARY <br /> fi TEST"RESUiTS <br /> R s Y y 'g4'Y I. $ - 0?a ,•Yn 1 i d{ <br /> R <br /> ASTWW5596 ASTM Q=1603 ASTM D'`15A5 ASTM D 638 1 r <br /> CARSON' CARBON "` TENSILE TENSILE <br /> BLACK LACK, DENSITY r STI NGT, $TRENGT:H @ '- JELL .._ LO IG,;@ ICC .>"a <br /> SAMPLE.NO. DISPERSLON., <br /> SPEC. Cat 1 or 2 2-3 0.940-0.950 126 min. 90 min. 12 150 20 60 ave, 54 min -- <br /> SST <br /> 103134218 1 2.39 0.947 171 214 15 569 23 61,58 P <br /> 103134228 1 2.37 0.947 171 220 15 573 25 60, 58 P <br /> 103134238 1 2.72 0.947 168 164 14 397 22 61, 56 P <br /> 103134248 1 2.42 0.947 170 207 14 540 22 61,60 P <br /> 103134258 1 2.41 0.947 164 196 13 517 26 60, 58 P <br /> DST <br /> 108116096 1 2.30 0.949 171 152 12 305 31 60,58 P <br /> 108116103 1 2.1 0.948 173 141 13 340 29 60,58 P <br /> 108116111 1 2.13 0.948 176 142 13 368 30 60,59 P <br /> 108116120 1 2.21 0.948 175 146 12 385 27 60,57 P <br /> 108116128 1 2.38 0.949 172 179 13 431 23 60,58 P <br /> 108116136 1 2.36 0.949 177 188 13 430 23 60,58 P <br /> Notes: * -Asperity height approved by results of large-scale direct shear testing passing required specifications. <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley, CA 95945-(530)272-2448 <br /> -26- <br />