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NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-76-C <br /> Project: Squaw VLF P2A <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: 7/15/2019 Checked By: TW <br /> Test Finished: 7/18/2019 Sample Description: Brown clayey sand <br /> with gravel <br /> Test Boundary <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure (psi) 50 <br /> Saturated (Y/N): Yes <br /> Stage 1: Effective Stress (psi) 5 <br /> Sample Type Remolded <br /> Burrete Area (cm2) 0.877 <br /> 'Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare(g) 636.2 789.20 <br /> Dry Soil+Tare(g) 564.27 705.40 <br /> Tare (g) 0.00 132.00 <br /> Wt. of Water(g) 71.93 83.80 <br /> Dry Soil (g) 564.27 573.40 <br /> Moisture Content (%) 12.7 14.6 <br /> Sample Volume (ft) 0.01067 0.01064 <br /> Dry Density(pcf) 116.6 116.7 <br /> Wet Density(pcf) 131.4 135.2 <br /> Saturation (%) 80.4 100.0 <br /> Percent Compaction 95.7 95.8 <br /> Height (in) 3.028 3.026 <br /> Diameter(in) 2.785 2.783 <br /> Area (in2) 6.092 6.084 <br /> Est. Moisture Content after Consolidation (%) 15.7% <br /> Est. Void Ratio after Consolidation 0.416 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 121.8 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 116.6 <br /> ASTM D 698 Initial Percent Compaction: 96% <br /> Initial Void Ratio: 0.418 <br /> Optimum Moisture Content(%): 12.7 <br /> Initial Water Content (%): 12.7 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, kZo(cm/s): 3.2E-08 <br /> Gradient Range (h/L):l 1.2 2.2 <br />