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COMPACTION TEST REPORT <br />125 <br />120 <br />a 115 <br />N <br />105 <br />100 <br />ZAV for <br />Sp.G. = <br />2.65 <br />II <br />.... <br />NII <br />wirri: <br />me <br />��......... <br />mi <br />lla....®. <br />NMI <br />Mew <br />IN <br />0 <br />no <br />. ....... <br />......... <br />rd <br />.. .....�... <br />. ... 110 <br />.......... <br />r <br />uIu. <br />IIIIu <br />rill <br />an <br />gi <br />9 11 13 15 17 19 21 <br />Water content, % <br />Rock Corrected o - Uncorrected <br />—so— - <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 />p <br />LL <br />PI <br />% > <br />#4 <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9793 <br />SC <br />A 7 - 6(8) <br />14.3% <br />2.6 <br />43 <br />27 <br />19.4 <br />46.1 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 118.3 pcf <br />Optimum moisture = 11.8 % <br />113.5 pcf <br />14.5 % <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 51924 E 38604 Depth: 9793 Sample No.: SLF -176 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -176 -R <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />