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COMPACTION TEST REPORT <br />132 <br />127 <br />U <br />117 122 <br />m <br />112 <br />107 <br />ZAV for <br />Sp.G. = <br />2 68 <br />hI !! i! !I IIIII <br />u jra r riii <br />i <br />o <br />. 1 7. <br />. <br />r <br />_�� <br />ii <br />r <br />NMI <br />/.����������N� <br />Mr <br />MN <br />� <br />iui vaiu. p i.iuiiuuiNIuIIuI <br />II <br />11„ <br />iiiui <br />• <br />4 6 8 10 12 14 16 <br />Water content, % <br />-- Rock Corrected 0 - Uncorrected <br />—e <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 />6" <br />Al STGGL <br />GP -GM <br />A -1 -a <br />2.3 <br />NP <br />NP <br />7.0 <br />11.2 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 127.3 pcf <br />Optimum moisture = 10.6 % <br />126.3 pcf <br />11.1 % <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 51870 E 37737 Depth: 6" AISTGGL Sample No.: SSF -4 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SSF -4 -R <br />• <br />• <br />Tested By: BM <br />Checked By: JDH <br />