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Tested By: EL Checked By: BR <br />COMPACTION TEST REPORT <br />Dry density, pcf85 <br />95 <br />105 <br />115 <br />125 <br />135 <br />Water content, % <br /> - Rock Corrected - Uncorrected <br />10 12 14 16 18 20 22 <br />14.3%, 114.7 pcf <br />15.6%, 111.6 pcf <br />Test specification: <br />ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br />ASTM D 698-12 Method A Standard <br />CL A-6(7) 10.0 38 22 14.5 50.3 <br />Brown sandy lean clay <br />74201125N0 Cripple Creek & Victor Gold Mining Company <br />1SLF-51-R <br />Elev/ Classification Nat.Sp.G. LL PI <br />% > % < <br />Depth USCS AASHTO Moist.#4 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-51-R <br />Figure <br /> 111.6 pcf Maximum dry density = 114.7 pcf <br /> 15.6 % Optimum moisture = 14.3 % <br />VLF Squaw Gulch <br /> <br />Amec Foster Wheeler