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mow mow <br />M& &W JL TESTING COMPANY, INC. <br />GEOTECHNICAL AND GEOSYNTHETICS MATERIALS TESTING AND RESEARCH <br />July 24, 1995 <br />95S 1875-01 <br />P.O1103105 <br />Gundle Lining Systems, Inc. <br />19103 Gundle Rd. <br />Houston, Texas 77073 DA-, <br />Attn: Mr. Chris Long 10// &I95 <br />RE: SOIL - GEOMEMBRA.NE INTERFACE SHEAR TEST B-1-5 <br />PER ASTM D-5321 <br />Dear Ms. Long: <br />J&L Testing Company, Inc. (JLT) is pleased to submt the result of the. above referenced <br />testing. The test was performed using the soil sample supplied by GeoPacific ming and the 60 <br />mil HDPE (Textured on one side) supplied by Gundle Lining Systems, Inc. <br />The interface between the soil and the textured side of the membrane was Osted. Normal <br />stresses of 20, 40 and 60 psi and a shear rate of 4.04 in/min were used for the test.,The soil was <br />compacted to required density (90% of maximum Standard Proctor density) at a water content of <br />19%. <br />We sincerely appreciate the opportunity to provide you with these services and look <br />forward to working with you again. Should you have any questions, comments or require <br />additional information, please do not hesitate to call. Thank you. <br />Sincerely, <br />CC: Cynthia Weeks - Geopacific Lining, Inc <br />MS/rdg <br />%wpwm60Vcttcr/95329 <br />938 South Central Avenue Canonsburo. Pennsvivan,a Tel- 14121 746-4441 Fax: (4121 74S-4261 <br />• <br />• <br />