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':NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-8-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-8-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: 5/3/2016 Checked By: JDH/ACW <br /> Test Finished: 5/6/2016 Sample Description: Brown clayey sand w/gravel <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 41 <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) 632.34 777.90 <br /> Dry Soil+Tare(g) 570.70 694.50 <br /> Tare(g) 0.0 122.4 <br /> Wt.of Water(g) 61.64 83.40 <br /> Dry Soil(g) 572.10 572.10 <br /> Moisture Content(%) 10.8 14.6 <br /> Volume(ft) 0.0107 0.0107 <br /> Dry Density(pcf) 117.7 117.8 <br /> Wet Density(pcf) 130.4 136.7 <br /> Saturation(%) 67.5 100.0 <br /> Initial Height(in) 3.024 <br /> Initial Diameter(in) 2.789 <br /> Initial Area(in2) 6.109 <br /> Consolidated Height(in) 3.003 <br /> Area After Consolidation(in2) 6.024 <br /> Diameter During Perm(in) 2.769 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation(%) 14.9% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 123.5 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 117.7 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.403 <br /> Optimum Moisture Content(%): 10.8 <br /> Initial Water Content(%): 10.8 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 7.2E-07 <br /> Gradient Range(h/L): 1 9.0 13.3 <br />