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WMU FU-06 November 2006 <br /> Forward Landfill Project No.021605.07 <br /> • peel strength (ASTM D-4632, modified for 180 degree peel of GCL); 10 <br /> and <br /> • interface shear strength. <br /> Five (5) GCL samples were tested for conformance. Based on 476,625 ft2 of GCL <br /> received, the testing frequency was one test per 95,325 ft2, which satisfies the <br /> requirement of one test per 100,000 ft2. <br /> Interface shear testing was conducted for the GCL/geomembrane/geocomposite <br /> interface. Results of the conformance testing indicated that the materials met the <br /> requirements of the project specifications. A summary of the conformance test <br /> results is presented in Table 7. Detailed test results, including the GCL interface <br /> tests, are provided within Appendix H. <br /> TABLE 7 <br /> GCL CONFORMANCE TESTING SUMMARY <br /> 77 <br /> Test Results <br /> qTM p4�32 , ASTM D 5993 ASTM <br /> SA��L PEL MAS$ pFR UNIT HYDRA(J�.�C , , <br /> IC6 $ REN TH, AREA C,C3NDUCTI IT'y <br /> h (SBS) <br /> _T <br /> SPECS <br /> (CIISEC)t <br /> SPECS 15(min.) 1.0 @ 12% M.C. 5 x 10'9(max.) -- <br /> 55755 47 1.23 1.2 x 10-9 P <br /> 55782 45 1.02 1.2 x 10-9 P <br /> 55816 54 1.12 3.8 x 10-9 P <br /> 55846 52 1.08 2.8 x 10.9 P <br /> 55858 51 1.08 4.3 x 10.10 P <br /> 5.2.3 GCL Installation <br /> 5.2.3.1 GCL Deployment <br /> CQA activities during GCL deployment include field panel identification and panel <br /> placement as described below: <br /> Vector Engineering, Inc. - 143E Spring Hill Drive•Grass Valley, CA 95945•(530)272-2448 <br /> -22- <br />