Laserfiche WebLink
WMU FU-05 November 2006 <br /> Forward Landfill Project No.021605.07 <br /> • geonet core thickness (ASTM D-1777); <br /> • peel strength (ASTM D-4632); and <br /> • index transmissivity (ASTM D-4716). <br /> A total of five (5) geocomposite samples were tested for conformance. Based on <br /> 411,510 ftz of geocomposite received, this testing frequency corresponds to one test <br /> per 82,300 ft2 which satisfies the requirement of one test per 100,000 ftz. Results of <br /> the conformance testing indicated that the materials met the requirements of the <br /> project specifications. A summary of the conformance test results is included in <br /> Table 10. Detailed test results are included in Appendix L. <br /> TABLE <br /> GEOCOMPOSITE CONFORMANCE TESTING SUMMARY <br /> A7N1 D'46d '' 15TM <br /> d 5993: A$TM;D 5$87'' <br /> Rink MIP"'P45 <br /> GON ,",T PE4STRENGTH INDEX TRANSMISSIVE 1 Y <br /> NO � C�tJRE (LBS/FT2) t <br /> M2LSEC) <br /> r s) PIF <br /> SPECS 236(min.) 1.0 @ 12% M.C. >2 x 10"9 (max.) -- <br /> 110173754 262 2.7 3.1 x 10.3 P <br /> 110174047 261 5.7 4.7 x 10-3 P <br /> 131219815 261 5.4 4.9 x 10.3 P <br /> 131220354 260 5.2 4.9 x 10-3 P <br /> 131220384 261 6.9 4.8 x 10.3 P <br /> 5.5.4 Deployment <br /> The panel deployment procedure was observed and documented by Vector's CQA <br /> Monitor. The CQA Monitor observed that the conditions of the CQA manual were <br /> met during deployment. Vector's CQA Monitor continuously observed deployment <br /> activities to ensure no damage occurred to the underlying components. <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley,CA 95945•(530)272-2448 <br /> -35- <br />