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COMPACTION TEST REPORT <br />118 <br />113 <br />108 <br />o. <br />p <br />103 <br />98 <br />93 <br />ZAV for <br />Sp.G. = <br />2.65 <br />\ <br />4.. <br />°. 1I• <br />, <br />17.2% <br />1 <br />.- <br />.4 <br />� <br />�� <br />Mil" <br />• <br />7.5 10 12.5 15 17.5 <br />Water content, % <br />Rock Corrected 0 Uncorrected <br />20 22.5 <br />—a— - <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 />9785 <br />SC <br />A - 6(7) <br />13.8% <br />2.3 <br />39 <br />22 <br />19.9 <br />49.5 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 109.4 pcf <br />Optimum moisture = 14.6 % <br />109.4 pcf <br />17.2 % <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 51765.5 E 37962.7 Depth: 9785 Sample No.: SLF -151 -R <br />Remarks: <br />Figure SLF -151 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />Tested By: AF <br />Checked By: JDH <br />