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NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: CC&V Gold Mining Company Lab Sample No.: NFSLF-116-C <br /> Project: VLF Field Sample No.: NFSLF-116-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: 2/8/2020 Checked By: TW <br /> Test Finished: 2/12/2020 Sample Description: Brown clayey sand <br /> with gravel <br /> BoundaryTest <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 (cm') 0.877 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare(g) 605.22 748.20 <br /> Dry Soil +Tare (g) 528.33 655.10 <br /> Tare (g) 0.00 119.00 <br /> Wt. of Water(g) 76.89 93.10 <br /> Dry Soil (g) 528.33 536.10 <br /> Moisture Content (%) 14.6 17.4 <br /> Sample Volume (ft) 0.01073 0.01066 <br /> Dry Density(pcf) 108.6 108.9 <br /> Wet Density (pcf) 124.4 131.2 <br /> Saturation (%) 71.1 100.0 <br /> Percent Compaction 95.2 95.5 <br /> Height (in) 3.029 3.024 <br /> Diameter(in) 2.791 2.787 <br /> Area (in2) 6.119 6.099 <br /> Est. Moisture Content after Consolidation (%) 20.1% <br /> Est. Void Ratio after Consolidation 0.544 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 114.1 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 108.6 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.551 <br /> Optimum Moisture Content(%): 14.5 <br /> Initial Water Content(%): 14.6 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k2o(cm/s): 2.4E-07 <br /> Gradient Range (h/L):l 4.7 4.7 <br />