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COMPACTION TEST REPORT <br />140 <br />130 <br />,� 120 <br />U <br />a <br />a <br />110 <br />100 <br />90 <br />ZAV for <br />Sp.G. = <br />2 65 <br />N. <br />11. l� <br />� <br />,■ <br />15. <br />°_: <br />11 <br />9 <br />pc f` <br />_ <br />ppr <br />5 7 5 10 12.5 15 17.5 20 <br />Water content, % <br />Rock Corrected a - Uncorrected <br />—a— <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 />p <br />LL <br />PI <br />% > <br />3/8 in. <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9730 <br />GC <br />A 7 - 6(5) <br />13.6% <br />2.3 <br />42 <br />27 <br />28.3 <br />38.8 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 121.0 pcf <br />Optimum moisture = 11.3 % <br />113.9 pcf <br />15.3 % <br />Reddish brown 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 51273 E 38373 Depth: 9730 Sample No.: SLF -161 -R <br />Remarks: <br />Figure SLF -161 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: BE /MMC <br />Checked By: JDH <br />