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COMPACTION TEST REPORT <br />123 <br />118 <br />113 <br />108 <br />103 <br />98 11 <br />ZAV for <br />Sp.G. = <br />2.65 <br />. ... �= <br />jFilii$Piiiii <br />9 .. <br />1... <br />1. 1 a . 1 <br />iUI <br />I iI IIIp i 1 IIIIIIII IINNII IIII ..... ..................... ... <br />r. <br />.. <br />• <br />13 15 17 19 21 23 <br />Water content, % <br />-- Rock Corrected 0 - Uncorrected <br />—o <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 />p <br />LL <br />PI <br />% > <br />#4 <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9716 <br />SC <br />A - 6(6) <br />14.9% <br />2.3 <br />37 <br />21 <br />11.9 <br />49.1 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 113.5 pcf <br />Optimum moisture = 14.3 % <br />110.4 pcf <br />16.0 % <br />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 52588.0 E 37618.0 Depth: 9716 Sample No.: SLF -146 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -146 -R <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />