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COMPACTION TEST REPORT <br />125 <br />120 <br />115 <br />0 <br />0 <br />110 <br />105 <br />100 10 <br />` ■ <br />■- <br />■ <br />-■■ <br />■ ■■ <br />ZAV for <br />Sp.G. _ <br />2.60 <br />MN <br />■ <br />■- <br />■- <br />■■■■■■ <br />II <br />■ <br />® ■- <br />■■■■■■■ <br />MEM <br />■ <br />■ =W■ _ <br />■■■■■ <br />■■ <br />13.8° <br />11� <br />• c <br />■ <br />® <br />■ ■ <br />■ ■ <br />■ <br />■_ <br />■ �__■��15 <br />. f <br />■= <br />6°/ <br />WARM <br />MOLT <br />II <br />■ <br />■ ■ <br />■ <br />■ <br />■■ <br />Imo. <br />■ <br />■■ <br />■■ <br />■ <br />- <br />■ <br />■■ ■ <br />I _4 11 _____ <br />mi <br />- <br />■■ <br />■ ■ ■ <br />_ <br />■- <br />■- <br />_ ■ ■ ■ ■_ <br />\ <br />■- <br />■ <br />-� <br />■ ■ ■■ <br />■- <br />_ ■ ■ ■ ■_ <br />■ <br />■ <br />12 14 16 18 20 22 <br />Water content, % <br />Corrected 0 Uncorrected <br />—*— Rock - <br />Test specification: ASTM D 698 -07 Method A 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 />#4 <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9746.5 <br />SC <br />A - 6(6) <br />13.0% <br />2.3 <br />36 <br />21 <br />14.2 <br />47.4 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 116.0 pcf <br />Optimum moisture = 13.8 % <br />112.4 pcf <br />15.6 % <br />Reddish brown sandy lean clay <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51679.7 E 38203.7 Depth: 9746.5 Sample No.: SLF -154 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -154 -R <br />• <br />• <br />• <br />Tested By: BE <br />Checked By: JDH <br />