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130 <br />120 <br />110 <br />100 <br />90 <br />80 <br />{ h <br />7.5 10 <br />Test specification: ASTM D 698 -07 Method B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />COMPACTION TEST REPORT <br />14.8% 115 ocf <br />4 <br />Water content, % <br />- a— Rock Corrected - Uncorrected <br />118.2° <br />1008.9 pcf <br />12.5 15 17.5 20 22.5 <br />ZAV for <br />Sp.G. = <br />2.60 <br />Elev/ <br />Depth <br />Stockpile <br />Classification <br />USCS <br />GC <br />AASHTO <br />A -6(4) <br />Nat. <br />Moist. <br />Sp.G. <br />2.5 <br />LL <br />40 <br />PI <br />21 <br />% <br />3/8 in. <br />22.3 <br />%< <br />No.200 <br />41.7 <br />ROCK CORRECTED TEST RESULTS <br />Maximum dry density = 115.1 pcf 108.9 pcf <br />Optimum moisture = 14.8 % 18.2 % <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Loc.: N 3843107 W 10508465 Depth: Stockpile Sample No.: SLF -69 -C <br />AMEC Earth & Environmental, Inc. <br />UNCORRECTED MATERIAL DESCRIPTION <br />Remarks: <br />Brown clayey gravel with sand <br />Englewood, CO Figure SLF -69 -C <br />Tested By: SM <br />Checked By: JDH <br />