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Fw <br /> NewFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-94-C <br /> Project: Squaw Gulch VLF PH2A <br /> Project No.: 475.0106.032 Location: Tezak Processing Plant <br /> Phase: 2A Elevation/Depth: Stockpile <br /> Requested By: EN Tested By: EN/TW <br /> Test Started: 8/26/2019 Checked By: TW <br /> Test Finished: 9/3/2019 Sample Description: Dark brown clayey <br /> sand 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 2: Effective Stress (psi) 20 <br /> Sample Type Remolded <br /> Burrete Area (cm2) 0.877 <br /> Test Specimen Data Initial During <br /> Wet Soil+Tare (g) 637.41 787.64 <br /> Dry Soil +Tare (g) 555.49 698.26 <br /> Tare (g) 0.00 145.82 <br /> Wt. of Water(g) 81.92 89.38 <br /> Dry Soil (g) 555.49 552.44 <br /> Moisture Content (%) 14.7 16.2 <br /> Sample Volume (ft) 0.01050 0.01040 <br /> Dry Density(pcf) 116.1 117.5 <br /> Wet Density(pcf) 135.6 136.4 <br /> Saturation (%) 100.0% 100.0 <br /> Percent Compaction 95.6 96.8 <br /> Height (in) 3.010 3.000 <br /> Diameter(in) 2.759 2.749 <br /> Area (in2) 5.977 5.936 <br /> Est. Moisture Content after Consolidation (%) 16.1% <br /> Est.Void Ratio after Consolidation 0.435 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 121.4 <br /> Maximum Dry Density: Initial Remolded Dry Density (pcf): 115.9 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.454 <br /> Optimum Moisture Content(%): 12.9 <br /> Initial Water Content (%): 14.7 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, k20(cm/s): 2.1E-08 <br /> Gradient Range (h/L): 4.7 4.7 <br />