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.NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-81-C <br /> Project: Squaw VLF PIIA <br /> Project No.: 475.0106.032 Location: Tezak Processing Plant <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: EN Tested By: TW/KE <br /> Test Started: 7/15/2019 Checked By: TW <br /> Test Finished: 7/18/2019 Sample Description: Dark brown clayey <br /> gravel with sand <br /> 19L 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 (cmZ) 0.877 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare (g) 617.6 721.00 <br /> Dry Soil+Tare(g) 554.83 645.20 <br /> Tare (g) 0.00 119.50 <br /> Wt. of Water(g) 62.77 75.80 <br /> Dry Soil (g) 554.83 525.70 <br /> Moisture Content (%) 11.3 14.4 <br /> Sample Volume (ft3) 0.01055 0.01052 <br /> Dry Density(pcf) 115.7 115.7 <br /> Wet Density(pcf) 129.1 134.5 <br /> Saturation (%) 71.6 100.0 <br /> Percent Compaction 95.4 95.5 <br /> Height (in) 3.017 3.016 <br /> Diameter(in) 2.773 2.772 <br /> Area (in2) 6.041 6.037 <br /> Est. Moisture Content after Consolidation (%) 16.2% <br /> Est.Void Ratio after Consolidation 0.429 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 121.2 <br /> Maximum Dry Density: Initial Remolded Dry Density(pcf): 115.7 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.429 <br /> Optimum Moisture Content(%): 11.6 <br /> Initial Water Content (%): 11.3 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k20(cm/s): 5.4E-07 <br /> Gradient Range (h/L):l 4.7 4.7 <br />