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4 <br />COMPACTION TEST REPORT <br />130 <br />0 <br />120 <br />0 <br />110 <br />U <br />Q <br />' <br />ZAV for <br />Sp.G. _ <br />2.60 <br />100 <br />90 <br />80 <br />8 10 12 14 16 18 20 <br />Water content, % <br />9 - Rock Corrected - Uncorrected <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 />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp. G. <br />LL <br />PI <br />% > <br />318 in. <br />% < <br />No.200 <br />USCS <br />AASHTO <br />Stockpile <br />GC <br />A -6(6) <br />2.5 <br />40 <br />27 <br />21.7 <br />43.1 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 119.3 pcf <br />Optimum moisture = 12.7 % <br />114.0 pcf <br />15.7 <br />Brown clayey gravel with sand <br />Project No. 84201125EO Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />o Loc.: N 3843088 W 10508437 Depth: Stockpile Sample No.: SLF -65 -C <br />Remarks: <br />Figure SLF -65 -C <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Tested By: SM /MTH <br />Checked By: JDH <br />