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Ui <br /> U- <br /> 3 <br /> z <br /> 0 COMPACTION TEST REPORT <br /> O <br /> 125 <br /> m <br /> c <br /> .c <br /> 3 <br /> 0 <br /> -c 1 o <br /> 120 <br /> 0 <br /> 3 <br /> c <br /> � 115 <br /> o <br /> c � ZAV for <br /> Sp.G._ <br /> 2.65 <br /> (D <br /> � o <br /> ° 110 <br /> c <br /> m <br /> s <br /> 0 <br /> 0 <br /> d <br /> v, <br /> 105 <br /> a <br /> a� <br /> a) <br /> a) <br /> 0 <br /> 0 <br /> 16 a6 100 <br /> (D 5 7 9 11 13 15 17 <br /> E Water content,% <br /> E Rock Corrected --0—-Uncorrected <br /> 2 <br /> Test specification: ASTM D 698-91 Procedure C Standard <br /> £ ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> 0 <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 314 in. No.200 <br /> m Stockpile SC A-2-6(1) 2.65 36 23 8.8 26.5 <br /> T) <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> ° Brown clayey sand with gravel <br /> M Maximum dry density= 119.9 pcf 116.8 pcf <br /> S Optimum moisture= 12.1 % 13.0% <br /> �°o Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c <br /> 75 O Location:Tezak Processing Plant Sample Number:NFSLF-96-C <br /> m <br /> ':NewFields <br /> � Figure NFSLF-96C <br /> Tested By: HW Checked By: TW <br />