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Tested By: EL Checked By: BR <br />COMPACTION TEST REPORT <br />Dry density, pcf95 <br />100 <br />105 <br />110 <br />115 <br />120 <br />Water content, % <br /> - Rock Corrected - Uncorrected <br />11 13 15 17 19 21 23 <br />14.6%, 115.2 pcf <br />16.0%, 111.8 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) 13.1 35 20 15.1 57.8 <br />Brown sandy lean clay with gravel <br />74201125N0 Cripple Creek & Victor Gold Mining Company <br />1SLF-52-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-52-R <br />Figure <br /> 111.8 pcf Maximum dry density = 115.2 pcf <br /> 16.0 % Optimum moisture = 14.6 % <br />VLF Squaw Gulch <br /> <br />Amec Foster Wheeler