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:NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-16-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-16-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: 5/20/2016 Checked By: ACW/JDH <br /> Test Finished: 5/25/2016 Sample Description: Brown clayey sand with gravel <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 35 <br /> Saturated(Y/N): Yes <br /> Stage 1: Effective Stress(psi) 5 <br /> Sample Type Remolded <br /> Burrete Area(cm2) 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 674.58 799.90 <br /> Dry Soil+Tare(g) 599.09 716.20 <br /> Tare(g) 0.0 120.6 <br /> Wt.of Water(g) 75.49 83.70 <br /> Dry Soil (g) 595.60 595.60 <br /> Moisture Content(%) 12.6 14.1 <br /> Volume (ft) 0.0107 0.0106 <br /> Dry Density(pcf) 124.0 124.2 <br /> Wet Density(pcf) 139.6 140.7 <br /> Saturation(%) 94.8 100.0 <br /> Initial Height(in) 3.027 <br /> Initial Diameter(in) 2.783 <br /> Initial Area(in2) 6.082 <br /> Consolidated Height(in) 3.024 <br /> Area After Consolidation(in2) 6.072 <br /> Diameter During Perm (in) 2.781 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation(%) 13.2% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 129.8 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 124.0 <br /> Percent Compaction: 96% <br /> Void Ratio: 0.356 <br /> Optimum Moisture Content(%): 12.6 <br /> Initial Water Content(%): 12.6 <br /> Confining Pressure(psi): 5.0 <br /> Permeability(k cm/s): 7.3E-08 <br /> Gradient Range (h/Q: 13.7 13.8 <br />