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N'ewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-88-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: 8/16/2019 Checked By: TW <br /> Test Finished: 8/26/2019 Sample Description: Brown clayey gravel <br /> with sand <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 /> TestiSpecimen Data Initial During <br /> Wet Soil+Tare(g) 617.15 862.35 <br /> Dry Soil+Tare(g) 545.49 775.02 <br /> Tare(g) 0.00 253.53 <br /> Wt. of Water(g) 71.66 87.33 <br /> Dry Soil (g) 545.49 521.49 <br /> Moisture Content (%) 13.1 16.7 <br /> Sample Volume (ft) 0.01058 0.01056 <br /> Dry Density (pcf) 113.4 113.4 <br /> Wet Density(pcf) 128.6 133.1 <br /> Saturation (%) 77.4 100.0 <br /> Percent Compaction 95.0 95.0 <br /> Height (in) 3.024 3.023 <br /> Diameter(in) 2.775 2.774 <br /> Area (in2) 6.047 6.043 <br /> Est. Moisture Content after Consolidation (%) 17.3% <br /> Est.Void Ratio after Consolidation 0.458 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 119.4 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 113.4 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.459 <br /> Optimum Moisture Content(%): 11.4 <br /> Initial Water Content (%): 13.1 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, kZo(cm/s): 2.3E-07 <br /> Gradient Range (h/L): 5.1 5.7 <br />