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COMPACTION TEST REPORT <br />123 <br />118 <br />113 <br />Q <br />c <br />a., <br />a 108 <br />103 <br />98 <br />ZAV for <br />Sp.G. = <br />2.65 <br />6 <br />■■■ <br />\ <br />12 <br />° 116 5_ <br />. <br />EI■M► <br />� <br />LE <br />MEE <br />- Km <br />\ <br />\ <br />III j.. <br />rffirAr. <br />I <br />\ <br />0F ° <br />N <br />1 .7 /o . 110.7 <br />pc <br />N <br />N <br />N <br />7.5 10 <br />Test specification: ASTM D 698 -07 <br />ASTM D 4718 -87 Oversize Corr. Applied <br />12.5 15 17.5 20 22.5 <br />Water content, % <br />Rock Corrected o Uncorrected <br />—4,— - - <br />Method B Standard <br />to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />3/8 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9761 <br />SC <br />A 7 - 6(7) <br />14.6% <br />2.6 <br />43 <br />28 <br />21.9 <br />43.3 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 116.5 pcf <br />Optimum moisture = 12.5 % <br />110.7 pcf <br />15.7 % <br />Reddish 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 49274 E 37893 Depth: 9761 Sample No.: SLF -171 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -171 -R <br />• <br />• <br />• <br />Tested By: RL /MMC <br />Checked By: JDH <br />