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NewFietds <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-18-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-18-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: TW <br /> Test Started: 5/26/2016 Checked By: ACW/JDH <br /> Test Finished: 5/19/2016 Sample Description: Brown clayey 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) 5 <br /> Sample Type Remolded <br /> Burrete Area (cmz) 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 634.68 769.90 <br /> Dry Soil+Tare(g) 559.68 684.20 <br /> Tare(g) 0.0 124 <br /> Wt.of Water(g) 75.00 85.70 <br /> Dry Soil (g) 560.20 560.20 <br /> Moisture Content(%) 13.4 15.3 <br /> Volume(ft) 0.0106 0.0106 <br /> Dry Density(pcf) 116.4 116.6 <br /> Wet Density(pcf) 132.1 135.9 <br /> Saturation(%) 81.0 100.0 <br /> Initial Height(in) 3.026 <br /> Initial Diameter(in) 2.776 <br /> Initial Area(inz) 6.051 <br /> Consolidated Height(in) 3.024 <br /> Area After Consolidation(inz) 6.042 <br /> Diameter During Perm (in) 2.774 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 16.4% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 122.8 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 116.4 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.444 <br /> Optimum Moisture Content(%): 11.4 <br /> Initial Water Content(%): 13.4 <br /> Confining Pressure (psi): 5.0 <br /> Permeability(k cm/s): 1.1E-07 <br /> Gradient Range (h/L): 2.9 3.0 <br />