Laserfiche WebLink
11'MewlFields <br /> Flexible Wall Hydraulic Conductivity <br /> ASTM D5084 <br /> Client: Cripple Crrek and Victor Gold Mines Lab Sample No.: NFSLF-93-C <br /> Project: Squaw Gulch VLF PH2A <br /> Project No.: 475.0106.032 Location: Tezak Stockpile <br /> Phase: 2A Elevation/Depth: Stockpile <br /> Requested By: EN Tested By: TW/EN <br /> Test Started: 8/16/2019 Checked By: TW/EN <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 1: Effective Stress (psi) 20 <br /> Sample Type Remolded <br /> Burrete Area (cm2) 0.877 <br /> Data Initial During k Testing Final <br /> Wet Soil+Tare(g) 620.05 862.45 <br /> Dry Soil+Tare (g) 541.18 779.51 <br /> Tare (g) 0.00 236.87 <br /> Wt. of Water(g) 78.87 82.94 <br /> Dry Soil (g) 541.18 542.64 <br /> Moisture Content (%) 14.6 15.3 <br /> Sample Volume (ft) 0.01063 0.01061 <br /> Dry Density(pcf) 112.0 112.0 <br /> Wet Density (pcf) 128.6 133.0 <br /> Saturation (%) 79.2 100.0 <br /> Percent Compaction 94.7 94.7 <br /> Height (in) 3.028 3.027 <br /> Diameter(in) 2.780 2.779 <br /> Area (in2) 6.068 6.064 <br /> Est. Moisture Content after Consolidation (%) 18.7% <br /> Est. Void Ratio after Consolidation 0.504 <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 118.3 <br /> Maximum Dry Density: Initial Remolded Dry Density(pcf): 112.0 <br /> ASTM D 698 Initial Percent Compaction: 95% <br /> Initial Void Ratio: 0.504 <br /> Optimum Moisture Content(%): 12.8 <br /> Initial Water Content (%): 14.6 <br /> Confining Pressure (psi): 20.0 <br /> Hydraulic Conductivity, k20(cm/s): 5.0E-08 <br /> Gradient Range (h/Q 10.7 10.7 <br />