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COMPACTION TEST REPORT <br />120 <br />115 <br />U 110 <br />iii <br />c <br />v <br />0 <br />105 <br />100 <br />95 <br />ZAV for <br />2 65 <br />IiiiF <br />gm <br />141 °. 115.6 •c <br />pramil <br />........U� <br />��������I_� <br />Ir <br />� ,������-_� . <br />���� <br />��ma <br />ma <br />IIIIIillIIIIj <br />pp,4 <br />Pr <br />8 10 12 14 16 18 20 <br />Water content, % <br />Rock Corrected o Uncorrected <br />—a -- - <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 />9739 <br />CL <br />A - 7 - 6(10) <br />15.7% <br />2.6 <br />44 <br />27 <br />16.9 <br />51.5 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 115.6 pcf <br />Optimum moisture = 14.1 % <br />111.2 pcf <br />16.8 % <br />Brown sandy lean clay with gravel <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 50500 E 38401 Depth: 9739 Sample No.: SLF -179 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -179 -R <br />• <br />• <br />• <br />Tested By: MMR/RL <br />Checked By: JDH <br />