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• <br />• <br />• <br />COMPACTION TEST REPORT <br />117 <br /> <br /> <br /> <br /> <br />112 <br /> <br /> <br /> <br /> <br />107 <br />U <br />a <br />T <br />,N . <br />C <br />N <br /> <br /> <br />102 <br /> <br /> <br /> <br /> <br />97 <br /> <br /> ZAV for <br /> Sp.G. _ <br />92 <br />2.6 <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 />Elevl Classification Nat. <br />S <br />G <br />LL <br />PI % > % < <br />Depth USCS AASHTO Moist. p. <br />. 3/4 in. No.200 <br />12.0' CL 2.5 45 24 18.6 47.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 111.4 pcf <br />Optimum moisture = 15.6 % 104.5 pcf <br />17.6 Brown Sandy lean clay with gravel <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-99 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-16 <br />