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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 0 <br /> 4, 117.5 <br /> 120 <br /> U <br /> Q <br /> T <br /> C <br /> U <br /> 0 <br /> 110 <br /> ZAV for <br /> Zk Sp.G. _ <br /> 2.85 <br /> 100 <br /> 90 <br /> 7.5 10 12.5 15 17.5 20 22.5 <br /> Water content, % <br /> - 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 /> GC A-2-6(3) 2.65 38 25 21.8 34.0 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 124.6 pcf 117.5 pcf Brown clayey gravel with sand <br /> Optimum moisture= 13.4% 13.4% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 07/11/2016 <br /> O Location: Dump 1 Processing Sample Number:NFSLF-36-C <br /> ':NewFields <br /> Figure NFSLF-36-R <br /> Tested By: KS/TW Checked By: TW <br />