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Vi <br /> -0 <br /> a) <br /> iL 3 <br /> a� <br /> z <br /> w <br /> COMPACTION TEST REPORT <br /> O <br /> 128 <br /> ° <br /> c <br /> m <br /> 312A0121.0 <br /> 0 <br /> .c <br /> 123 <br /> 0 <br /> s <br /> 3 <br /> c <br /> 118 <br /> � U <br /> a u <br /> o <br /> m � <br /> ° 113 <br /> c <br /> m <br /> N ZAV for <br /> 0 Sp.G._ <br /> ° 2.70 <br /> H 108 <br /> m <br /> m <br /> 0 <br /> v <br /> 103 <br /> t5 <br /> 0 7 9 11 13 15 17 19 <br /> 0 <br /> Water content,% <br /> 0 E —e -Rock Corrected -o--Uncorrected <br /> w <br /> Test specification: ASTM D 698-91 Procedure B 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 3/8 in. No.200 <br /> ? <br /> m Stockpile Sc A-6(5) 2.65 38 27 21.0 39.0 <br /> m <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> ° Brown clayey sand with gravel <br /> Maximum dry density= 124.0 pcf 116.2 pcf <br /> c Optimum moisture= 12.6% 14.6% <br /> a) Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> 13 <br /> 5 0Location:Tezak Processing Plant Sample Number:NFSLF-100-C <br /> ° <br /> ':NewFietds <br /> 14 Figure NFSLF-100C <br /> Tested By: JB Checked By:TW <br />