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'N'NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-112-C <br /> Project: Squaw Gulch VLF PH2A <br /> Project No.: 475.0106.032 Location: Tezak Processing Plant <br /> Phase: 2 Elevation/Depth: Stockpile <br /> Requested By: EN Tested By: TW <br /> Test Started: 9/19/2019 Checked By: TW <br /> Test Finished: 9/24/2019 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) 40 <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) 642.8 855.30 <br /> Dry Soil+Tare(g) 577.23 764.50 <br /> Tare (g) 0.00 119.00 <br /> Wt. of Water(g) 65.57 90.80 <br /> Dry Soil (g) 577.23 645.50 <br /> Moisture Content (%) 11.4 14.1 <br /> Sample Volume (ft) 0.01060 0.01057 <br /> Dry Density(pcf) 120.1 120.1 <br /> Wet Density (pcf) 133.8 137.3 <br /> Saturation (%) 80.1 100.0 <br /> Percent Compaction 95.1 95.1 <br /> Height (in) 3.016 3.015 <br /> Diameter(in) 2.780 2.779 <br /> Area (in2) 6.070 6.066 <br /> Est. Moisture Content after Consolidation (%) 14.2% <br /> Est. Void Ratio after Consolidation 0.377 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 126.3 <br /> Maximum Dry Density: Initial Remolded Dry Density(pcf): 120.1 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.377 <br /> Optimum Moisture Content(%): 11.4 <br /> Initial Water Content (%): 11.4 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k20(cm/s): 2.1E-07 <br /> Gradient Range (h/L): 10.1 10.2 <br />