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• <br />i <br />• <br />COMPACTION TEST REPORT <br />121 <br /> <br /> <br /> <br /> <br />116 <br /> <br /> <br /> <br /> <br />111 <br />U <br />Q. <br />.~ <br />C <br />N <br />~ <br />t <br />0 <br />106 <br /> <br /> <br /> <br /> <br />101 <br /> <br /> ZAV for <br /> Sp.G. _ <br />2.65 <br />96 <br />10.5 13.0 15.5 18.0 20.5 23.0 25.5 <br />Water content, <br />Test specification: ASTM D 698-OOa Method A Standard <br />Oversize correction a lied to each oint <br />Elev/ Classification Nat. <br />G <br />S <br />LL <br />PI % > % < <br />Depth USCS AASHTO Moist. . <br />p. No.4 No.200 <br />14.0' SC 2.5 40 15 12.3 23.2 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 110.9 pcf <br />Optimum moisture = 16.9 % 106.6 pcf <br />18.4 Brown Clayey 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-103 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-17 <br />