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NewFietds <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-9-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-9-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: AW Tested By: TW <br /> Test Started: 4/23/2016 Checked By: JDH/AW <br /> Test Finished: 4/26/2016 Sample Description: Brown clayey sand w/gravel <br /> BoundaryTest <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 43 <br /> Saturated (Y/N): Yes <br /> Stage 2: Effective Stress(psi) 20 <br /> Sample Type Remolded <br /> Burrete Area (cmz) 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil +Tare(g) 618.5 897.40 <br /> Dry Soil +Tare(g) 544.93 810.90 <br /> Tare(g) 0.0 267.78 <br /> Wt. of Water(g) 73.57 86.50 <br /> Dry Soil (g) 543.12 543.12 <br /> Moisture Content(%) 13.5 15.9 <br /> Volume(ft) 0.0107 0.0107 <br /> Dry Density(pcf) 112.3 112.4 <br /> Wet Density(pcf) 127.4 133.3 <br /> Saturation (%) 72.8 100.0 <br /> Initial Height(in) 3.032 <br /> Initial Diameter(in) 2.787 <br /> Initial Area (in2) 6.099 <br /> Consolidated Height(in) 3.011 <br /> Area After Consolidation (in2) 6.014 <br /> Diameter During Perm (in) 2.767 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation(%) 17.4% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 117.6 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 112.3 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.470 <br /> Optimum Moisture Content(%): 13.5 <br /> Initial Water Content (%): 13.5 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 9.4E-08 <br /> Gradient Range (h/L): 13.4 13.6 <br />