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' GEOMEMBRANE LINER LOAD TEST SUMMARY <br />JOB 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 />' UEPTH (ft) <br />Underlines (Bedding) Source: Site supplied <br />Underlines Classification: - Atterberg Limits: -- <br />Maximum Dry Density (pcf): Optimum Moisture: -- <br />' Overliner Material Source: Site supplied <br />Overliner Classification: -- Atterberg Limits: -- <br />' Dry Density (pct): -- <br />Geosynthetic <br />Manufacturer/Supplier: Site supplied <br /> <br />Liner Type Ave. Liner <br />Thickness <br />(mis) Duration of <br /> <br />Test (hrs.) Underlines <br />n <br />Compaction /o Moisture <br />c <br />/o Load <br /> <br />Applicd(psi) Change in total <br />sample height <br />(in) Test Results <br /> <br />Visual Vacuum <br />100 mil Smooth 0.10 28 N/A 0.8 670 1.125 PASS PASS <br /> <br /> <br /> <br /> <br />General Test Notes: <br />2/9P2005 <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 of 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 toad was maintained for 24 hours. A dial gage 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 />Date: 6/9704 <br />Teck: JR <br />Review: <br />GOLDER ASSOCIATES <br />