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"Ow NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5O84 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-73-C <br /> Project: Squaw VLF PIIA <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: 6/20/2019 Checked By: TW <br /> Test Finished: 7/8/2019 Sample Description: Brown clayey sand <br /> with gravel <br /> BoundaryTest <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 (cm) 0.877 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare (g) 642 746.10 <br /> Dry Soil+Tare (g) 571.83 682.50 <br /> Tare (g) 0.00 221.90 <br /> Wt. of Water(g) 70.17 63.60 <br /> Dry Soil (g) 571.83 460.60 <br /> Moisture Content (%) 12.3 13.8 <br /> Sample Volume (ft) 0.01043 0.01040 <br /> Dry Density(pcf) 120.8 121.0 <br /> Wet Density(pcf) 135.7 137.8 <br /> Saturation (%) 88.4 100.0 <br /> Percent Compaction 95.9 96.0 <br /> Height (in) 2.999 2.997 <br /> Diameter(in) 2.766 2.764 <br /> Area (in') 6.010 6.002 <br /> Est. Moisture Content after Consolidation (%) 13.8% <br /> Est.Void Ratio after Consolidation 0.366 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 126 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 120.8 <br /> ASTM D 698 Initial Percent Compaction: 96% <br /> Initial Void Ratio: 0.369 <br /> Optimum Moisture Content(%): 12.3 <br /> Initial Water Content (%): 12.3 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, k2o(cm/s): 5.9E-07 <br /> Gradient Range (h/L): 4.8 4.8 <br />