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COMPACTION TEST REPORT <br />140 <br />130 <br />120 <br />U <br />n <br />c <br />a) <br />o <br />110 <br />100 <br />90 <br />ZAV for <br />Sp.G. = <br />2.60 <br />I <br />■ <br />■ <br />■■ <br />■ <br />■ <br />■ sue <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 />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />AMMON <br />■ <br />■ <br />■ ■i, <br />■ <br />■i IIIII■■■■ <br />® <br />■ <br />■■■■■■ <br />■ <br />• <br />l <br />' <br />13 3° <br />. 117 <br />0 • cf <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 />■ <br />■ -' <br />r <br />∎ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■■ <br />• <br />2.5 5 7 5 10 <br />Water content, <br />Rock Corrected o <br />12.5 15 17.5 <br />% <br />- Uncorrected <br />- -•— <br />Test specification: ASTM D 698 -07 Method B 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 />3/8 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9765' <br />GC - GM <br />A - 1 - a <br />8.6 <br />2.5 <br />27 <br />6 <br />47.8 <br />14.2 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 128.4 pcf <br />Optimum moisture = 7.9 % <br />117.0 pcf <br />13.3 % <br />Brown silty clayey gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843244 W 10509076 Depth: 9765' Sample No.: SF -4 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SF -4 -R <br />• <br />• <br />Tested By: SM <br />Checked By: JDH <br />