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C <br />v I r lvr vJ 110V 1%;49 rnn vvv L I L OJJJ TG161VA tsv to 0 002 <br />Vector ,engineering Inc. <br />17438 Lome Rkd pPW.. Sue# G Gracia valley, CA 85845 <br />LABORATORY SERVICES <br />.n Neaw ALLIED WASTE, INC. <br />sup#rsim. <br />werw 1: �C= Clay Liner <br />LARGE SCALE DIRECT <br />SHEAR REPORT n•r <br />Multilayer <br />Report oaro: July 24, 2002 <br />MWeaNamo: FORWARD LANDFILL ProaWAX 021605.00 <br />743C Remolded <br />SPECIAL TEST NOTES: <br />1. Each spedmen of geomembrane was cut to 14' x 20" and clamped to the lower shear box. <br />2. The test clay was placed In the upper shear box at a app. dry density of 104 pc( and a water Content of 18%, <br />3. Each test specimen was consolidated for 24 hours at the specified normal stress, then sheared. <br />4. The test was performed in a "wet" or "flooded" condition, <br />5. Shearing occurred at the Interface of the clay and geomembrane specimens. <br />6. The Friction Angle and Adhesion (or Cohesion) results given here are based on a mathematically determined best fit line. <br />7. Further Interpretation should be conducted by a qualified professional experienced in geosynthetle and geotechnical engineering. <br />These rotv#s apply only fo the eDova dstod samples /meterie/s. The date and htwm Obn uv faro Isly and can fret bo mko sed +amour auUwrzatkm of v0dw rnoddrN Inc <br />acc#pr V Me ders end rvsvlt ,vprostnted on mIs page. Cllant ogress to 5m# me &&my of V#dot ErOAQWa+e. Int from taent and ad ocher parfios 1W daans ening out of use of pis <br />to to the cad for Ute rsspectw t#sf(af represented hereon, and Client agreos to indemn#y end Avid hemdess v7dor bcm and ape#lst AN Beb#4y In esmss of the #rorementloned &q. <br />I :I labeszet 1 Projects 11902 10 1605 1743Y4sds <br />DCN.• LSDS-rp (lay. 6-27-00) <br />t alemday. Mu vrmtLate: Vf/7ului Rev. By: Lab Log: <br />Page 2 of 2 743Y <br />