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COMPACTION TEST REPORT <br />120 <br />115 <br />110 <br />a <br />aa) <br />0 <br />105 <br />100 <br />95 <br />ZAV for <br />Sp.G. = <br />2.65 <br />L'1 %,1174 <br />4. %. <br />111.0 <br />pnf <br />N <br />5 7 5 <br />Test specification: ASTM D 698 - 07 <br />ASTM D 4718 -87 Oversize Corr. Applied <br />10 12.5 15 <br />Water content, <br />Rock Corrected o - Uncorrected <br />17.5 20 <br />—i-- <br />Method B Standard <br />to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />%> <br />3/8 in. <br />% < <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9740 <br />GC <br />A 7 - 6(8) <br />11.7% <br />2.3 <br />46 <br />32 <br />24.0 <br />42.1 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 117.4 pcf <br />Optimum moisture = 11.5 % <br />111.0 pcf <br />14.9 % <br />Reddish brown clayey gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51547 E 38507 Depth: 9740 Sample No.: SLF -158 -R <br />Remarks: <br />Figure SLF -158 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />