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COMPACTION TEST REPORT <br />125 <br />120 <br />115 <br />a <br />w <br />a) <br />v <br />a <br />110 <br />105 <br />100 <br />\ <br />ZAV for <br />Sp.G. = <br />2.65 <br />12 120.7 c <br />\ <br />Alli <br />14 <br />9 %, 116.3 <br />pcf <br />\ c <br />o <br />\ <br />N <br />7.5 10 12.5 15 17.5 20 22.5 <br />Water content, % <br />Rock Corrected o Uncorrected <br />—41— - <br />Test specification: ASTM D 698 -07 Method B 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 />3/8 in. <br />% < <br />No.200 <br />USCS <br />AASHTO <br />9720 <br />SC <br />A- 7 -6(3) <br />2.5 <br />41 <br />23 <br />18.9 <br />37.1 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 120.7 pcf <br />Optimum moisture = 12.5 % <br />116.3 pcf <br />14.9 % <br />Brown clayey sand with gravel <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843288 W 10509223 Depth: 9720 Sample No.: SLF -39 -R <br />Remarks: <br />Figure SLF -39 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />Tested By: CM <br />Checked By: JDH <br />