Laserfiche WebLink
NewFlelds <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-79-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 <br /> Test Started: 7/15/2019 Checked By: TW <br /> Test Finished: 7/18/2019 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) 45 <br /> Saturated (Y/N): Yes <br /> Stage 1: Effective Stress (psi) 5 <br /> Sample Type Remolded <br /> Burrete Area (cm2) 0.263 <br /> Test Specimen Data Initial During k Testing Final <br /> Wet Soil+Tare (g) 623.8 726.50 <br /> Dry Soil+Tare (g) 559.98 655.00 <br /> Tare (g) 0.00 125.90 <br /> Wt. of Water(g) 63.82 71.50 <br /> Dry Soil (g) 559.98 529.10 <br /> Moisture Content (%) 11.4 13.5 <br /> Sample Volume (ft3) 0.01055 0.01052 <br /> Dry Density(pcf) 117.0 117.1 <br /> Wet Density(pcf) 130.4 135.4 <br /> Saturation (%) 73.2 100.0 <br /> Percent Compaction 95.5 95.5 <br /> Height (in) 3.017 3.015 <br /> Diameter(in) 2.774 2.772 <br /> Area (in2) 6.042 6.037 <br /> Est. Moisture Content after Consolidation (%) 15.5% <br /> Est. Void Ratio after Consolidation 0.412 <br /> Specific Gravity* 2.65 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 122.6 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 117.0 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.413 <br /> Optimum Moisture Content(%): 11.4 <br /> 0 <br /> Initial Water Content (/): 11.4 <br /> Confining Pressure (psi): 5.0 <br /> Hydraulic Conductivity, k20(cm/s): 6.7E-08 <br /> Gradient Range (h/L): 3.0 3.5 <br />