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COMPACTION TEST REPORT <br />140 <br />130 <br />120 <br />a <br />_. <br />11 <br />100 <br />90 <br />ZAV for <br />Sp.G. _ <br />2.60 <br />li 9.8% <br />■ <br />■■ <br />■ <br />■ <br />■■■ <br />■ <br />■■ <br />■■ <br />■■ <br />127.6 <br />■ <br />■ <br />■ <br />■ <br />■ <br />IIIiU fl hIMIIIflhIIIIII <br />■ <br />■ <br />■h1■■■■■■■■■. <br />■ <br />■ <br />A ■ <br />. <br />■ <br />■ <br />■∎ <br />■ <br />■ <br />■ <br />■■ ■ ■■■ <br />■■ �7 ■■ <br />■ ■ ■ ■ ■ ■ <br />■ <br />■ ■ <br />■ ■ <br />■■ <br />■ ■ ■ <br />■ ■■■■■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ <br />• 1i iP •• <br />■ ■ <br />EN <br />El <br />NOMMEN <br />IIIIIII IIIUI! !A IIIIIU iIiiiU I <br />5 7 5 10 12.5 15 17.5 20 <br />Water content, <br />—o— - Rock Corrected o - Uncorrected <br />Test specification: ASTM D 698 -07 Method C 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 />3/4 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9863' <br />SC <br />A 2 - 6(0) <br />10.3 <br />2.5 <br />27 <br />11 <br />34.3 <br />24.7 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 127.6 pcf <br />Optimum moisture = 9.8 % <br />116.4 pcf <br />13.8 % <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 />0 Loc.: N 3843294 W 10509010 Depth: 9863' Sample No.: SF -1 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SF -1 -R <br />• <br />• <br />• <br />Tested By: JDH <br />Checked By: JMN <br />