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<br />• <br />C7 <br />COMPACTION TEST REPORT <br />151 <br /> <br /> <br /> <br /> <br />141 <br /> <br /> <br /> <br /> <br />131 <br />U <br />a <br />T <br />.~ <br />C <br />N <br /> <br /> <br />121 <br /> ZAV for <br /> Sp.G. _ <br /> 2.70 <br /> <br />111 <br /> <br /> <br /> <br />101 <br />4 6 8 10 12 14 16 <br />Water content, <br />Test specification: ASTM D 698-OOa Method C Standard <br />Oversize correction a lied to each oint <br />Elevl Classification Nat. <br />S <br />G <br />LL <br />PI % > % < <br />Depth USCS AASHTO Moist. p. <br />. 314 in. No.200 <br /> GC 2.5 34 19 17.9 28.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 129.8 pcf <br />Optimum moisture = 8.9 % 125.2 pcf <br />10.5 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: N. Mine STPL. Remarks: <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-26 <br />