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COMPACTION TEST REPORT <br />125 <br />120 <br />115 <br />a <br />a) <br />a a) <br />0 <br />0 <br />110 <br />105 <br />100 <br />ZAV for <br />Sp.G. = <br />2.60 <br />= <br />N <br />7---- <br />112.4 °0.120.3 c <br />N <br />N <br />N <br />\ <br />15 0% 11_3.3_ps:t <br />N <br />N <br />7 9 11 13 15 17 19 <br />Water content, % <br />Rock Corrected o - Uncorrected <br />—4)— <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 />GC <br />A 7 - 6(6) <br />2.4 <br />51 <br />33 <br />23.9 <br />38.5 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 120.3 pcf <br />Optimum moisture = 12.4 % <br />113.3 pcf <br />15.0 % <br />Brown clayey gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843302 W 10509244 Depth: 9720 Sample No.: SLF -38 -R <br />Remarks: <br />Figure SLF -38 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: SM <br />Checked By: JDH <br />