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• <br />s <br />• <br />COMPACTION TEST REPORT <br />127 <br /> <br /> <br /> <br /> <br />122 <br /> <br /> <br /> <br /> <br /> <br />117 <br />w <br />U <br />a <br />.~ <br />C <br />N <br /> <br />112 <br /> <br /> <br /> <br /> <br />107 <br /> <br /> ZAV for <br /> Sp.G. _ <br /> <br />102 2.70 <br />4 9 14 19 24 29 34 <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 />7.0' GC 2.5 29 8 13.8 38.4 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 118.8 pcf <br />Optimum moisture = 13.7 % 114.4 pcf <br />15.6 Grey 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 /> <br />• Location: SWTP-85 Remarks: <br />Tested by KE <br />Checked by TRS/RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-I1 <br />