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COMPACTION TEST REPORT <br />145 <br />■ <br />ZAV for <br />Sp.G. = <br />2.60 <br />Ill <br />135 <br />125 <br />D <br />115 <br />105 <br />95 <br />III1I NII IUIINIIIIIIIIIIIIIII <br />EMS <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■■ <br />■ <br />■ <br />■ <br />■ <br />NEE <br />■ <br />■ <br />■ <br />■ <br />■ .. - - <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ <br />■ � <br />8.6° <br />127.0 <br />c <br />I== <br />F <br />■ <br />a <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ .. <br />■ <br />■ 'a ■■■ <br />■ <br />■ �,■■■■■■r.■■■■■■■■ <br />■� <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■■■■ <br />■ <br />■ <br />■ <br />i■■i ■■■■■ <br />■ <br />■ <br />■i■■ ■■■ <br />■ <br />■■ <br />■ Emu <br />• <br />5 7 9 11 13 15 17 <br />Water content, % <br />Rock Corrected 0 - Uncorrected <br />—s— <br />Test specification: ASTM D 698 -07 Method C 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 />3/4 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9980' <br />GP -GC <br />A -1 -a <br />2.5 <br />NP <br />NP <br />27.9 <br />9.5 <br />ROCK CORRECTED TEST RESU LTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 127.0 pcf <br />Optimum moisture = 8.6 % <br />121.5 pcf <br />11.2 % <br />Brown poorly graded gravel with silt and sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843519 W 10509208 Depth: 9980' Sample No.: SSF -2 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SSF -2 -R <br />• <br />• <br />• <br />Tested By: CM <br />Checked By: JDH <br />