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Liner T a <br />yp <br />Ave. Liner <br />Thickness <br />(ruts) <br />Duration of <br />Test (hrs.) <br />Underliner <br />Compaction 0 /. <br />Moisture <br />0 /G <br />Load <br />Applied (psi) <br />Change in total <br />sample height <br />(in) <br />Test Results <br />Visual Vacuum <br />100 mil Smooth <br />0.10 <br />28 <br />N/A <br />0.8 <br />670 <br />L125 <br />PASS <br />PASS <br />)OB NAME: CC &V / VLF Liner Testing <br />JOB NUMBER: 043 -2231 BORING NUMBER <br />DATE: 6/2/2004 SAMPLE NUMBER 100 Mil Smooth/Smooth Liner <br />DEPTH (fi) <br />Underliner (Bedding) Source: Site supplied <br />Underliner Classification: — <br />Maximum Dry Density (pcf): <br />Overliner Material Source: Site supplied <br />Overliner Classification: — <br />Dry Density (pcf)_ <br />Geosynthetic <br />Manufacturer /Supplier: Site supplied <br />GEOMEMBRANE LINER LOAD TEST SUMMARY <br />Atterberg Limits: — <br />Optimum Moisture: — <br />Atterberg Limits: -- <br />General Test Notes: <br />Test was conducted using a 12" diameter cell. The liner was placed on top of 4.9 inches of rock liner material, then <br />covered with approximately 6.0 inches cf overliner material. Approximately 10 -12 rocks were hand placed directly on <br />the liner prior to placement of remaining overliner material. A hydraulic jack was used to apply a load of 670 psi to the <br />sample over a period of 4.5 hours. The load was maintained for 24 hours. A dial sage was used to monitor <br />deformation of the sample. At the conclusion of the test the liner was inspected and tested for punctures both visually <br />and by application of a vacuum. No holes were observed. The vacuum pressure was 70 mmHG. <br />Liner observations: Liner Passed. No punctures were observed. <br />219/2005 GOLDER ASSOCIATES <br />Date: 6/9104 <br />Tech: JR <br />Review: <br />