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140 <br />130 <br />120 <br />110 <br />100 <br />90 <br />5 <br />L I <br />L L 1_ , = <br />4 1 rt - — <br />L 1 <br />t <br />12. 118. <br />I - + <br />I <br />7.5 10 12.5 <br />Test specification: ASTM D 698 -07 Method B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />COMPACTION TEST REPORT <br />— T <br />F-1-1 — <br />T <br />I I I -• <br />I _ <br />15.6°% 111.5 pcf <br />1 I <br />1 <br />15 <br />Water content, % <br />- - - Rock Corrected - Uncorrected <br />ZAV for <br />I = <br />{ 2.60 <br />t <br />1 <br />17.5 20 <br />Elev/ <br />Depth <br />Stockpile <br />Classification <br />USCS <br />GC <br />AASHTO <br />A 7 - 6(6) <br />Nat. <br />Moist. <br />Sp.G. <br />2.5 <br />LL <br />41 <br />PI <br />27 <br />% <br />3/8 in. <br />25.9 <br />% < <br />No.200 <br />41.1 <br />ROCK CORRECTED TEST RESULTS <br />Maximum dry density = 118.3 pcf <br />Optimum moisture = 12.1 % 15.6 % <br />UNCORRECTED <br />111.5 pcf <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Loc.: N 3843088 W 10508437 Depth: Stockpile Sample No.: SLF -64 -C <br />AMEC Earth & Environmental, Inc. <br />Remarks: <br />MATERIAL DESCRIPTION <br />Brown clayey gravel with sand <br />Englewood, CO Figure SLF -64 -C <br />Tested By: MTH <br />Checked By: JDH <br />