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COMPACTION TEST REPORT <br /> 128 <br /> 0 <br /> 123 <br /> i <br /> ,6U 118 113 5% <br /> Q <br /> ool <br /> T <br /> C <br /> ZAV for <br /> o Sp.G. _ <br /> 113 2.75 <br /> 108 <br /> 103 <br /> 9 10.5 12 13.5 15 16.5 18 <br /> Water content, % <br /> —e --Rock Corrected --o— - Uncorrected <br /> Test specification: ASTM D 698-12 Method B 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 3/8 in. No.200 <br /> SC A-6(4) 2.65 38 25 16.4 37.5 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.0 pcf 117.1 pcf Brown clayey sand with gravel <br /> Optimum moisture= 13.5 % 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: 06/29/2016 <br /> O Location:Dump 1 Processing Sample Number:NFSLF-33-C <br /> ':NewFields <br /> Figure NFSLF-33-C <br /> Tested By: KS Checked By: TW <br />