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130 <br />120 <br />110 <br />100 <br />90 <br />80 <br />COMPACTION TEST REPORT <br />C 4 <br />{ <br />4 <br />— I <br />Test specification: ASTM D 698 -07 Method B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />,- <br />14.8% 115.1 pcf <br />{ <br />I <br />Water content, % <br />- • - Rock Corrected - Uncorrected <br />18.2%1 08.9 pcf <br />I I <br />{ <br />7.5 10 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 UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 115.1 pcf 108.9 pcf Brown clayey gravel with sand <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 />Englewood, CO <br />Remarks: <br />Figure SLF - 69 - <br />Tested By: SM <br />Checked By: JDH <br />