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• <br />r? <br />? J <br />• <br />COMPACTION TEST REPORT <br />127 <br /> <br />122 <br /> of <br /> <br />117 <br /> <br /> <br />Z <br />C <br />am <br />v <br />Z <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 />--o- - 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 />G <br />S <br />LL <br />PI % > % < <br /> . <br />p. <br />Depth USCS AASHTO Moist. 318 in. No.200 <br /> <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 />Elko NV Sample No. LOBSLF-I-R <br />Tested By: DH/SM Checked By: