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NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: CC&V Gold Mining Company Lab Sample No.: NFSLF-113-C <br /> Project: VLF 2 Field Sample No.: NFSLF-113-C <br /> Project No.: 475.0106.032 Location: Tezak Processing Plant <br /> Phase: 2A Elevation/Depth: Stockpile <br /> Requested By: JM Tested By: TW <br /> Test Started: 12/6/2019 Checked By: TW <br /> Test Finished: 12/9/2019 Sample Description: Dark brown clayey <br /> sand w/gravel <br /> Test Boundary Conditions <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) 624.91 665.00 <br /> Dry Soil+Tare (g) 562.90 598.00 <br /> Tare (g) 0.00 119.00 <br /> Wt. of Water(g) 62.01 67.00 <br /> Dry Soil (g) 562.90 479.00 <br /> Moisture Content (%) 11.0 14.0 <br /> Sample Volume (ft) 0.01072 0.01067 <br /> Dry Density(pcf) 115.4 115.6 <br /> Wet Density(pcf) 128.6 135.3 <br /> Saturation (%) 66.9 100.0 <br /> Percent Compaction 95.2 95.4 <br /> Height (in) 3.029 3.027 <br /> Diameter(in) 2.790 2.787 <br /> Area (in2) 6.112 6.101 <br /> Est. Moisture Content after Consolidation (%) 16.9% <br /> Est. Void Ratio after Consolidation 0.457 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density (pcf): 121.2 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 115.4 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.460 <br /> Optimum Moisture Content(%): 11.4 <br /> Initial Water Content (%): 11.0 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k2o (cm/s): 5.1E-07 <br /> Gradient Range (h/L):1 4.7 4.7 <br />