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jLr <br /> J&L TESTING COMPANY, INC. <br /> GEOTECHNICAL AND GEOSYNTHETICS MATERIALS TESTING AND RESEARCH <br /> July 24, 1995 <br /> 95 S 1875-01 <br /> P.O4103105 <br /> Gundle Lining Systems, Inc. <br /> 19103 Gundle Rd. <br /> Houston, Texas 77073 Dom, <br /> Attn: Mr. Chris Long <br /> RE: SOIL- GEOMEM 3RANE INTERFACE SHEAR TEST <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 Lining and the 60 <br /> mil HDPE (Textured on one side) supplied by Gundle Lining Systems, Inc.qW <br /> The interface between the soil and the textured side of the membrance wastested. Normal <br /> stresses of 20, 40 and 60 psi and a shear rate of 0.04 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 /> qaL TES G COMPANY, INC. <br /> hiru Shettima, Ph.D., P.E. <br /> Director <br /> CC: Cynthia Weeks - Geopacific Lining, Inc <br /> ms/rdg <br /> \wpwin6oUctter/95329 <br /> 938 South Central Avenue Canonsburq. Pennsvlvania Tec (4121 746.4441 Fax: (4 t 21 745.4261 <br />