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COMPACTION TEST REPORT <br />135 <br />130 <br />125 <br />(75 <br />d <br />a 120 <br />115 <br />110 <br />ZAV for <br />Sp.G. = <br />2.62 <br />116 <br />\ <br />\ <br />IMII <br />1..2 °. <br />124.6. <br />f <br />MMIIIM <br />Al 111 WM <br />. � <br />• <br />AEI <br />1 <br />N <br />.44 <br />N <br />\ <br />5 7 9 11 13 <br />Water content, °A) <br />Rock Corrected o - Uncorrected <br />15 17 <br />—s— <br />Test specification: ASTM D 698 - 07 Method C Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />3/4 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9770' <br />GM <br />A - 1 - a <br />2.32 <br />NP <br />NP <br />13.7 <br />14.6 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 126.8 pcf <br />Optimum moisture = 9.4 % <br />124.6 pcf <br />10.2 % <br />Brownish grey silty gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: STA G12 +40 20' LOC Depth: 9770' Sample No.: SF -32 -R <br />Remarks: <br />Figure SF - 32 - R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />