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_.NewFlelds <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-95-C <br /> Project: Squaw Gulch VLF PH2A <br /> Project No.: 475.0106.032 Location: Tezak Processing Plant <br /> Phase: 2A Elevation/Depth: Stockpile <br /> Requested By: EN Tested By: TW <br /> Test Started: 9/16/2019 Checked By: TW <br /> Test Finished: 9/18/2019 Sample Description: Brown clayey gravel <br /> with sand <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure (psi) 40 <br /> Saturated (Y/N): Yes <br /> Stage 1: Effective Stress (psi) 20 <br /> Sample Type Remolded <br /> Burrete Area (CM2) 0.877 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare (g) 619.43 846.17 <br /> Dry Soil +Tare (g) 549.14 770.26 <br /> Tare (g) 0.00 221.98 <br /> Wt. of Water(g) 70.29 75.91 <br /> Dry Soil (g) 549.14 548.28 <br /> Moisture Content (%) 12.8 13.8 <br /> Sample Volume (ft) 0.01064 0.01061 <br /> Dry Density(pcf) 113.9 114.0 <br /> Wet Density(pcf) 128.4 133.4 <br /> Saturation (%) 74.5 100.0 <br /> Percent Compaction 94.9 95.0 <br /> Height (in) 3.013 3.012 <br /> Diameter(in) 2.787 2.786 <br /> Area (in 2) 6.100 6.096 <br /> Est. Moisture Content after Consolidation (%) 17.0% <br /> Est.Void Ratio after Consolidation 0.451 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 120 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 113.9 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.452 <br /> Optimum Moisture Content(%): 12.7 <br /> Initial Water Content (%): 12.8 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, k20(cm/s): 1.1E-07 <br /> Gradient Range (h/L): 4.7 4.7 <br />