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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 <br /> 120 -i - <br /> v o <br /> a i <br /> a i i <br /> :c - <br /> a� <br /> - <br /> p ZAV for <br /> 110 - Sp.G. _ <br /> 2.65 <br /> 100 <br /> 90 <br /> 6 8 10 12 14 16 18 <br /> Water content, % <br /> • - Rock Corrected --o-- Uncorrected <br /> Test specification: ASTM D 698-12 Method A Standard <br /> ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 <br /> Stockpile SC A-6(4) 9.1% 2.65 35 23 22.9 38.0 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 124.9 pcf 116.4 pcf Brown clayey sand with gravel <br /> Optimum moisture= 10.9% 13.5 % <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 07/15/2016 <br /> O Location:Dump 1 Processing Sample Number: NFSLF-38-C <br /> ':NewFields <br /> Figure NFSLF-3 <br /> Tested By: TW Checked By: JDH <br />