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<br />s <br />• <br />COMPACTION TEST REPORT <br />143 <br /> <br /> <br /> <br /> <br />133 <br /> <br /> <br /> <br /> <br />123 <br />U <br />a <br />T <br />C <br /> <br /> <br />113 <br /> ZAV for <br /> Sp.G. _ <br /> 2.7 <br /> <br />103 <br /> <br /> <br /> <br />93 <br />8 10 12 14 16 18 20 <br />Water content, <br />Test specification: ASTM D 698-OOa Method A 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 />. No.4 No.200 <br />8.0' SC 2.5 36 19 25.6 35.4 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 121.1 pcf <br />Optimum moisture = 13.6 % 112.4 pcf <br />15.7 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-113 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-18 <br />