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N"NewFlelds <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: CC&V Gold Mining Company Lab Sample No.: NFSLF-114-C <br /> Project: VLF Field Sample No.: NFSLF-114-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: Red clayey sand with <br /> 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 (cmz) 0.877 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare(g) 644.1 658.60 <br /> Dry Soil+Tare (g) 584.64 598.00 <br /> Tare (g) 0.00 119.00 <br /> Wt. of Water(g) 59.46 60.60 <br /> Dry Soil (g) 584.64 479.00 <br /> Moisture Content (%) 10.2 12.7 <br /> Sample Volume (ft) 0.01076 0.01072 <br /> Dry Density(pcf) 120.1 120.3 <br /> Wet Density (pcf) 132.0 138.2 <br /> Saturation (%) 66.4 100.0 <br /> Percent Compaction 95.0 95.1 <br /> Height (in) 3.032 3.030 <br /> Diameter(in) 2.794 2.792 <br /> Area (in2) 6.130 6.122 <br /> Est. Moisture Content after Consolidation (%) 14.8% <br /> Est. Void Ratio after Consolidation 0.400 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density (pcf): 126.4 <br /> Maximum Dry Density: Initial Remolded Dry Density(pcf): 120.1 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.402 <br /> Optimum Moisture Content(%): 9.9 <br /> Initial Water Content (%): 10.2 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k20(cm/s): 3.5E-07 <br /> Gradient Range (h/L):l 4.7 4.7 <br />