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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-96-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 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 (cmz) 0.877 <br /> Test Specimen Data <br /> Wet Soil+Tare (g) 615 804.42 <br /> Dry Soil+Tare (g) 552.31 728.57 <br /> Tare (g) 0.00 189.40 <br /> Wt. of Water(g) 62.69 75.85 <br /> Dry Soil (g) 552.31 539.17 <br /> Moisture Content (%) 11.3 14.1 <br /> Sample Volume (ft) 0.01058 0.01055 <br /> Dry Density(pcf) 114.4 114.4 <br /> Wet Density (pcf) 128.2 133.7 <br /> Saturation (%) 71.9 100.0 <br /> Percent Compaction 95.4 95.4 <br /> Height (in) 3.015 3.014 <br /> Diameter(in) 2.778 2.777 <br /> Area (in') 6.061 6.057 <br /> Est. Moisture Content after Consolidation (%) 16.8% <br /> Est.Void Ratio after Consolidation 0.445 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 119.9 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 114.4 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.446 <br /> Optimum Moisture Content(%): 12.1 <br /> Initial Water Content (%): 11.3 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, kzO(cm/s): 5.9E-07 <br /> Gradient Range (h/0 4.7 4.7 <br />