Laserfiche WebLink
127 <br />122 <br />117 <br />112 <br />107 <br />102 <br />I � I <br />COMPACTION TEST REPORT <br />12.5 %, 11$.5 pcf' <br />t <br />1 <br />1 <br />Test specification: ASTM D 698 -07 Method B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />k15.1 %, 11 f. <br />1 <br />1- <br />10 12 14 16 18 20 <br />Water content, % <br />a - - Rock Corrected - — - Uncorrected <br />� � 1 <br />ZAV for <br />Sp.G. = <br />2.60 <br />22 <br />Elev/ <br />Depth <br />9485.6' <br />Classification <br />USCS <br />SC <br />AASHTO <br />A 7 - 6(7) <br />Nat. <br />Moist. <br />Sp.G. <br />2.5 <br />LL <br />44 <br />PI <br />26 <br />3/8 in. <br />20.1 <br />No.200 <br />43.6 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED <br />Maximum dry density = 118.5 pcf 113.5 pcf <br />Optimum moisture = 12.5 % l 15.1 % <br />Project No. 84201125E0.tWiflent: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Loc.: N 48527.0 E 36355.9 Depth: 9485.6' Sample No.: P- SLF -2 -R <br />AMEC Earth & Environmental, Inc. <br />Remarks: <br />MATERIAL DESCRIPTION <br />Brown clayey sand with gravel <br />Engl ewood, CO Figure P- SLF -2 -R <br />