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NewFietds <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-14-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-14-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: ACW/TW <br /> Test Started: 5/9/2016 Checked By: JDH <br /> Test Finished: 5/11/2016 Sample Description: Brown clayey gravel w/sand <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 35 <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 Before Test After Test <br /> Wet Soil+Tare(g) 633.36 773.00 <br /> Dry Soil +Tare(g) 570.59 692.40 <br /> Tare(g) 0.0 122.5 <br /> Wt. of Water(g) 62.77 80.60 <br /> Dry Soil (g) 569.90 569.90 <br /> Moisture Content(%) 11.0 14.1 <br /> Volume(ft) 0.0106 0.0106 <br /> Dry Density(pcf) 118.4 118.5 <br /> Wet Density(pcf) 131.4 137.1 <br /> Saturation (%) 70.2 100.0 <br /> Initial Height(in) 3.035 <br /> Initial Diameter(in) 2.776 <br /> Initial Area(in2) 6.050 <br /> Consolidated Height(in) 3.014 <br /> Area After Consolidation(in2) 5.965 <br /> Diameter During Perm(in) 2.756 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 14.6% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 123.3 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 118.4 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.394 <br /> Optimum Moisture Content(%): 11.0 <br /> Initial Water Content(%): 11.0 <br /> Confining Pressure (psi): 20.0 <br /> Permeability(k cm/s): 9.1E-07 <br /> Gradient Range (h/Q: 5.1 13.3 <br />