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COMPACTION TEST REPORT <br />120 <br />115 <br />110 <br />o <br />Q <br />U , <br />C <br />a) <br />o <br />0 <br />105 <br />100 <br />95 <br />N <br />ZAV for <br />Sp.G. = <br />2.60 <br />N <br />\ <br />N. <br />N <br />N <br />16.2 %. 110.4 <br />p <br />14. ° <br />1. 4 <br />. <br />1 <br />• <br />F <br />9 11 13 15 17 19 21 <br />Water content, % <br />Rock Corrected o Uncorrected <br />—s— - <br />Test specification: ASTM D 698 -07 Method A Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />#4 <br />% < <br />No.200 <br />USCS <br />AASHTO <br />9732 <br />SC <br />A - 6(6) <br />16.5% <br />2.3 <br />36 <br />20 <br />12.8 <br />48.3 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 110.4 pcf <br />Optimum moisture = 14.5 % <br />110.4 pcf <br />16.2 % <br />Brown sandy silt <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51678.9 E 37625.2 Depth: 9732 Sample No.: SLF -147 -R <br />Remarks: <br />Figure SLF -147 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />