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COMPACTION TEST REPORT <br />132 <br />127 <br />122 <br />U <br />d <br />Dry density, pcf <br />N N W <br />J N N N <br />ZAV for <br />Sp.G. = <br />2.70 <br />9.4 %. 127.8 • c' <br />al <br />A <br />_ <br />IBE <br />• <br />11.6 <br />%. <br />119.7 pcf <br />Er <br />iv, <br />7 9 11 13 15 17 19 <br />Water content, % <br />Rock Corrected a - Uncorrected <br />—e -- <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 />9771' <br />GP -GC <br />A -1 -a <br />2.5 <br />NP <br />NP <br />37.8 <br />9.4 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 127.8 pcf <br />Optimum moisture = 9.4 % <br />119.7 pcf <br />11.6 % <br />Brown poorly graded gravel with silt and sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843404 W 10509208 Depth: 9771' Sample No.: SSF -1 -R <br />Remarks: <br />Figure SSF -1 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• Tested By: SM <br />Checked By: JDH <br />