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COMPACTION TEST REPORT <br />137 <br />132 <br />127 ........ �� <br />7, <br />cu <br />-0 <br />0 122 llil U lll 5jji <br />117 <br />112 <br />ZAV for <br />Sp.G. = <br />2.60 <br />I <br />I <br />h <br />Sill 111 <br />N <br />U....... <br />_►® <br />�. , <br />1i._. PIiiIIIl $ ! 1 u 1 M N 1111 1r <br />Pritlh..- <br />.,..w <br />-. <br />111111 <br />i... <br />I <br />6 7 5 9 10.5 12 13.5 15 <br />Water content, % <br />•-- Rock Corrected 0 - Uncorrected <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 />p <br />LL <br />PI <br />% > <br />3/4 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9745' <br />GM <br />A - 1 - a <br />2.3 <br />NP <br />NP <br />17.9 <br />13.8 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 127.5 pcf <br />Optimum moisture = 9.3 % <br />124.5 pcf <br />10.3 % <br />Brownish grey silty gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: STA G30 +00 100' LOC Depth: 9745' Sample No.: SF -31 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SF -31 -R <br />• <br />• <br />• <br />Tested By: SM <br />Checked By: TGW <br />