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C] <br />• <br />• <br />COMPACTION TEST REPORT <br />127 <br /> <br />122 <br /> 0 <br /> <br />117 <br />`d. <br /> <br />? o <br />c <br />N <br /> <br /> <br />112 <br /> <br />107 <br />ZAV for <br /> Sp.G. _ <br /> 2.60 <br />102 <br />8 10 12 14 16 18 20 <br />Water content, % <br />- 0 - Rock Corrected -o-- - Uncorrected <br />Test specification: ASTM D 698-07 Method B Standard <br />ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br />Elev/ Classification Nat. % > % < <br /> Sp.G. LL PI <br />Depth USCS AASHTO Moist. 3/8 in. No.200 <br />10033' GC A-7-6(6) 2.5 47 29 23.6 39.9 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 118.9 pcf 112.9 pcf Brown clayey gravel with sand <br />Optimum moisture = 12.9 % 15.6% <br />Project No. 84201125EO Client: Cripple Creek & Victor Gold Mining Company Remarks: <br />Project: CC&V CQA Phase 5 <br />O Loc.: N 3843669 W 10509294 Depth: 10033' Sample No.: LOBSLF-I-R <br />AMEC Earth & Environmental, Inc. <br />IL- Elko NV Sample No. LOBSLF-I-R <br />Tested By: DH/SM Checked By: JDH