Laserfiche WebLink
• <br /> <br />r] <br />COMPACTION TEST REPORT <br />120 <br /> <br /> <br /> <br /> <br />115 <br /> <br /> <br /> <br /> <br />110 <br />U <br />a <br />.~ <br />c <br /> <br />D <br />105 <br /> <br /> <br /> <br /> <br />100 <br />ZAV for <br /> Sp.G. = <br />2.70 <br /> <br /> <br />95 <br />10.5 13.0 15.5 18.0 20.5 23.0 25.5 <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 />5.0' SC 2.5 36 13 6.9 39.5 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 110.2 pcf <br />Optimum moisture = 17.9 % 107.8 pcf <br />19.1 Brown Clayey :;and with gravel <br />Project No. 1125 Client: Cripple Creek and Victor Gold Mining Company <br />Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />• Location: SWTP-70 Remarks: <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample IVumber 7-125-9 <br />