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GEOMEMBRANE LINER LOAD TEST SUMMARY <br />JOB NAME: CC&V /VLF Liner Testing <br />' JOB NLMBER: 043-2231.0001 <br />DATE: 8/5!2004 <br />Underliner (Bedding) Source: <br />' Underliner Classification: <br />Maeimum Dry Density (pcf): <br />' Overliner Material Source: <br />Overliner Classification: <br />Dry Density (pcf): <br />Ueosynthetic <br />Manufacturer/Supplier: <br />16 <br />BORING NUbIBER <br />SAMPLE NUbIBER 80 MiL VLDPE <br />DEPTH (ft) <br />116.0 <br />Siie supplied <br />Phase I VLDPE'sampled 6/26/04 <br />Atterberg Limits: -- <br />Optimum Moisture: 12.2 <br />Aherberg Limits: -- <br /> <br />Liner Type Ave. Liner <br />Thickness <br />(mis) Duration of <br /> <br />Test (hrs.) Underliner <br />o <br />Compaction /o Moisture <br />v <br />/o Load <br /> <br />Applied (psi) Change in <br />total sample <br />height (in) Test Results <br /> <br />Visual Vacuum <br />80 mil VLDPE 0.00 7i 0.95 Ii.0 670 2.929 PASS PASS <br /> <br /> <br /> <br /> <br />General Test Notes: <br />' 11/17/2004 <br />Test was conducted urine a 12" diameter cell. the liner was placed on top of 4.2 inches of clay liner material, then <br />covered with approxunately 8.7 inches of overliner material. Approximately 10-12 rocks were hand placed directly <br />on the liner prior to placement of remaining overliner material. A hydraulic jack was used to apply a load of 670 psi <br />to the sample over a period of 25 hours. The load was maintained for 50 hours. A dial gage was used to monitor <br />deformation of the sample. At the conclusion of [he test the liner was inspected and tested for punctures both visually <br />and by application of a vacuum. The vacuum pressure was 70 mmHG. <br />Liner observations: A small hole was observed along the edge of the liner due to edge effect. With the exception of <br />this small hole, the liner passed visual and vacuum testing. Several surface irregularities and indentations were also <br />noted. <br />Date: 315/04 <br />TecG: NG <br />Review: <br />GOLDER ASSOCIA TES <br />