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NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5O84 <br /> Client: CC&V Gold Mining Company Lab Sample No.: NFSLF-115-C <br /> Project: VLF Field Sample No.: NFSLF-115-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: 12/10/2019 Sample Description: Brown clayey sand <br /> with 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) 634.9 705.30 <br /> Dry Soil +Tare (g) 576.20 634.20 <br /> Tare (g) 0.00 119.00 <br /> Wt. of Water(g) 58.70 71.10 <br /> Dry Soil (g) 576.20 515.20 <br /> Moisture Content (%) 10.2 13.8 <br /> Sample Volume (ft) 0.01074 0.01068 <br /> Dry Density (pcf) 117.8 118.1 <br /> Wet Density(pcf) 130.3 136.9 <br /> Saturation (%) 66.6 100.0 <br /> Percent Compaction 95.0 95.2 <br /> Height (in) 3.030 3.026 <br /> Diameter(in) 2.793 2.789 <br /> Area (in2) 6.125 6.109 <br /> Est. Moisture Content after Consolidation (%) 15.7% <br /> Est. Void Ratio after Consolidation 0.425 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 124.1 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 117.8 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.430 <br /> Optimum Moisture Content(%): 10.6 <br /> Initial Water Content(%): 10.2 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k20 (cm/s): 2.7E-07 <br /> Gradient Range (h/L): 4.7 4.7 <br />