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• <br /> <br />• <br />COMPACTION TEST REPORT <br />132 <br /> <br /> <br /> <br /> <br />127 <br /> <br /> <br /> <br /> <br />122 <br />U <br />a <br />:~ <br />C <br />l~ <br /> <br />117 <br /> <br /> <br /> <br /> <br />112 <br /> ZAV for <br /> Sp.G. _ <br />2 <br />60 <br /> . <br />107 <br />6 8 10 12 14 16 18 <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 />G <br />S <br />LL <br />PI % > % < <br />Depth USCS AASHTO Moist. . <br />p. 3/4 in. No.200 <br />3.0' SC 2.5 29 8 11.7 27.2 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 124.0 .pcf <br />Optimum moisture = 11.0 % 120.8 pcf <br />11.9 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-98 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-15 <br />