Laserfiche WebLink
COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 <br /> 120 <br /> n - o <br /> C <br /> 110 - - - - - ZAV for <br /> — Sp.G. _ <br /> 2.60 <br /> i <br /> 100 <br /> i <br /> 90 i <br /> 6 8 10 12 14 16 18 <br /> Water content,% <br /> 9 -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 /> Stockpile GC A-6(3) 12.5 2.6 37 22 20.6 36.3 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 121.6 pcf 116.4 pcf Brown clayey gravel with sand <br /> Optimum moisture= 11.3 % 12.7 % <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 06/03/16 <br /> IO Location: Dump 1 Processing Sample Number: NFSLF-20-C <br /> ':NewFietds <br /> Figure NFSLF-2, <br /> Tested By: TW - Checked By: ACW <br />