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Tested By: EL Checked By: BR <br />COMPACTION TEST REPORT <br />Dry density, pcf93 <br />98 <br />103 <br />108 <br />113 <br />118 <br />Water content, % <br /> - Rock Corrected - Uncorrected <br />7.5 10 12.5 15 17.5 20 22.5 <br />15.4%, 112.3 pcf <br />16.6%, 109.4 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(8) 13.6 37 21 12.3 54.2 <br />Brown sandy lean clay <br />74201125N0 Cripple Creek & Victor Gold Mining Company <br />1SLF-53-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-53-R <br />Figure <br /> 109.4 pcf Maximum dry density = 112.3 pcf <br /> 16.6 % Optimum moisture = 15.4 % <br />VLF Squaw Gulch <br /> <br />Amec Foster Wheeler