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Tested By: AF Checked By: BR <br />COMPACTION TEST REPORT <br />Dry density, pcf98 <br />103 <br />108 <br />113 <br />118 <br />123 <br />Water content, % <br /> - Rock Corrected - Uncorrected <br />7.5 10 12.5 15 17.5 20 22.5 <br />14.1%, 116.4 pcf <br />16.1%, 111.7 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 />SC A-6(4) 12.1 36 20 19.8 43.2 <br />Brown clayey sand with gravel <br />74201125N0 Cripple Creek & Victor Gold Mining Company <br />1SLF-50-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-50-R <br />Figure <br /> 111.7 pcf Maximum dry density = 116.4 pcf <br /> 16.1 % Optimum moisture = 14.1 % <br />VLF Squaw Gulch <br /> <br />Amec Foster Wheeler