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C <br />11, <br />Textured Side of Geomembrane vs Site -soil <br />NSC Job #97061 C <br />Normal Stresses = 4000, 8000 and 13000 psf <br />Post-test soil <br />2 <br />Peak <br />Peak <br />40.2 <br />Residual <br />Residual <br />moisture <br />Peak Stress <br />Peak <br />Peak <br />Residual <br />Residual <br />Residual <br />content <br />(psf) <br />Angle <br />Adhesion <br />Stress <br />Angle <br />Adhesion <br />M) <br />(psf). <br />(degrees) <br />(psf) <br />(psf) <br />(degrees) <br />(psf) <br />15.46 <br />3008 <br />30.1 <br />552 <br />3008 <br />27.5 <br />871 <br />15.91 <br />4954 <br />4929 <br />15.86 <br />8216 1 <br />1 . 7687 <br />Bentofix NW vs USE Textured HDPE <br />NSC Job #97061 C <br />Normal Stresses = 4000, 8000 and 13000 psf <br />Post-test <br />2 <br />Peak <br />Peak <br />40.2 <br />Residual <br />Residual <br />soil/GCL <br />Peak <br />Friction <br />Adhesion <br />Residual <br />Friction <br />Adhesion <br />moisture <br />Stresses <br />Angle <br />Value <br />Stresses <br />Angle <br />Value <br />content <br />(psf). <br />(degrees) <br />(psf) <br />(psf) <br />(degrees) <br />(psf) <br />N <br />19.8/50.6 <br />2015 <br />21.8 <br />578 <br />1970 <br />N/A <br />N/A <br />18.8/46.0 <br />4063 <br />3353 <br />18.3/45.2 <br />5643 <br />1572 <br />Specimen <br />Peel Tests <br />NSC Job #97061 C <br />ASTM D 4632 - 91 <br />Maximum Load (lbf) <br />1 <br />42.0 <br />2 <br />36.2 <br />3 <br />40.2 <br />Average <br />39.4 <br />Standard Deviation <br />3.0 <br />