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COMPACTION TEST REPORT <br />123 <br /> <br /> <br /> <br /> <br />118 <br /> <br /> <br /> <br /> ° 6-0 %- 11 0 A <br />D <br />Qf <br /> <br />,? 113 <br />U <br />Q <br />Z <br />C <br />N <br />'O <br /> <br />108 <br /> <br /> <br /> <br /> Y I <br />103 <br />ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> <br />98 1 1 <br />11 13 15 17 19 21 23 <br />Water content, % <br />- Rock Corrected -o-- - Uncorrected <br />Test specification: ASTM D 698-07 Method A Standard <br />ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br />Elev/ Classification Nat. <br />S <br />G <br />LL <br />PI %> %< <br />Depth USCS AASHTO Moist. p. <br />. #4 No.200 <br />9716 CL A-6(7) 14.9% 2.3 37 21 11.9 50.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 113.5 pcf <br />Optimum moisture = 14.3 % 110.4 pcf <br />16.0% Brown sandy lean clay <br />Project No. 84201125EO 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 Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF-146-R <br />Tested By: MMC Checked By: