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COMPACTION TEST REPORT <br />123 <br />118 <br />6 113 <br />c <br />0 <br />108 <br />103 <br />98 <br />ZAV for <br />Sp.G. = <br />2.60 <br />: <br />iiiiiaiva13.3� <br />: <br />: <br />: <br />: <br />:: <br />: N <br />113.1•c4 <br />:'` iu'a"i'u" iuI u l u . <br />: : :: <br />. <br />,. • <br />� <br />:: <br />: <br />::: <br />: <br />:.d <br />' <br />,m <br />: <br />: : :: <br />:mini <br />Prl <br />le_ mm. <br />r i <br />'NI <br />.1.- <br />N <br />7.5 10 12.5 15 17.5 20 22.5 <br />Water content, <br />-- Rock Corrected o - Uncorrected <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 />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />#4 <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9744 <br />SC <br />A 7 - 6(7) <br />13.5% <br />2.6 <br />41 <br />24 <br />14.5 <br />47.6 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 113.1 pcf <br />Optimum moisture = 13.3 % <br />109.1 pcf <br />15.4 % <br />Brown clayey sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 49791 E 38156 Depth: 9744 Sample No.: SLF -177 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -177 -R <br />• <br />• <br />• <br />Tested By: RL /MMC <br />Checked By: JDH <br />