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COMPACTION TEST REPORT <br />112.5 <br />110 <br />107.5 <br />U <br />d <br />d <br />a C <br />105 <br />102.5 <br />100 <br />\ <br />ZAV for <br />Sp.G. = <br />2.60 <br />•5 s ° . ''.' <br />116 <br />8 %. 10 <br />per\ <br />\ <br />�� <br />,. <br />----- <br />A/Irv-. <br />• <br />\ <br />\ <br />/ <br />9 11 13 15 17 19 21 <br />Water content, % <br />Corrected o - Uncorrected <br />—e— Rock <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 />9730.5 <br />SC <br />A - 6(6) <br />2.3 <br />38 <br />21 <br />14.4 <br />46.9 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 109.9 pcf <br />Optimum moisture = 15.0 % <br />109.9 pcf <br />16.8 % <br />Reddish brown sandy lean clay <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51422.8 E 37884.7 Depth: 9730.5 Sample No.: SLF -150 -R <br />Remarks: <br />Figure SLF -150 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: AF <br />Checked By: JDH <br />