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• <br />s <br />• <br />COMPACTION TEST REPORT <br />140 <br /> <br /> <br /> <br /> <br />130 <br /> <br /> <br /> <br /> <br /> <br />120 <br />w <br />U <br />a <br />.~ <br />c <br />a~ <br /> <br />110 <br /> <br /> ZAV for <br /> Sp.G. _ <br />2.65 <br /> <br />100 <br /> <br /> <br /> <br />90 <br />6.5 9.0 11.5 14.0 16.5 19.0 21.5 <br />Water content, <br />Test specification: ASTM D 698-OOa Method B 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 />. 3/8 in. No.200 <br />8.0' SC 2.5 45 27 17.8 31.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 119.0 pcf <br />Optimum moisture = 13.9 % 113.5 pcf <br />15.4 Brown Clayey sand 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-94 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-14 <br />