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Tested By: EL Checked By: RB <br />COMPACTION TEST REPORT <br />Dry density, pcf80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />Water content, % <br /> - Rock Corrected - Uncorrected <br />9 11 13 15 17 19 21 <br />14.9%, 113.8 pcf 15.7%, 111.7 pcf <br />Test specification: <br />ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br />ASTM D 1557-91 Procedure B Modified <br />CL A-6(8) 14.4 38 24 9.2 50.8 <br />Brown sandy lean clay <br />74201125N0 Cripple Creek & Victor Gold Mining Company <br />1SLF-46-R <br />Elev/ Classification Nat.Sp.G. LL PI <br />% > % < <br />Depth USCS AASHTO Moist.3/8 in. No.200 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Project No. Client:Remarks: <br />Project: <br />Source of Sample: Phase 1-Soil Liner Fill Sample Number: 1SLF-46-R <br />Figure <br /> 111.7 pcf Maximum dry density = 113.8 pcf <br /> 15.7 % Optimum moisture = 14.9 % <br />VLF Squaw Gulch <br /> <br />Amec Foster Wheeler