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• <br />• <br />• <br />COMPACTION TEST REPORT <br />134 <br /> <br /> <br /> <br /> <br />129 <br /> <br /> <br /> <br /> <br /> <br />124 <br />w <br />U <br />d <br />J, <br />.N <br />C <br />N <br /> <br />119 <br /> <br /> <br /> ZAV for <br /> Sp.G. _ <br />2 <br />70 <br />114 . <br /> <br /> <br /> <br />109 <br />5 7 9 11 13 15 17 <br />Water content, <br />Test specification: ASTM D 698-OOa Method C Standard <br />Oversize correction a lied to each oint <br />Elev/ Classification Nat. <br />S <br />G <br />LL <br />PI % > % ~ <br />Depth USCS AASHTO Moist. p. <br />. 3/4 in. No.200 <br /> GC 2.5 30 13 16.6 33.6 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 126.0 pcf <br />Optimum moisture = 10.5 % 121.3 pcf <br />12.3 Brown Clayey gravel with sand <br />Project No. 1125 Client: Cripple Creek and Victor Gold Mining Company <br />Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />• Location: S. Mine STPL. Remarks: <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-25 <br />