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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-20-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-20-C <br /> Project No.: 475.0106.006 Location: Dump Processing <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: TW <br /> Test Started: 6/23/2016 Checked By: JDH/ACW <br /> Test Finished: 6/28/2016 Sample Description: Brown clayey gravel w/sand <br /> BoundaryTest <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 40 <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) 618.4 753.20 <br /> Dry Soil+Tare(g) 555.62 675.90 <br /> Tare(g) 0.0 119.7 <br /> Wt.of Water(g) 62.78 77.30 <br /> Dry Soil (g) 556.20 556.20 <br /> Moisture Content(%) 11.3 13.9 <br /> Volume(ft) 0.0105 0.0105 <br /> Dry Density(pcf) 116.1 116.3 <br /> Wet Density(pcf) 129.3 135.7 <br /> Saturation (%) 67.7 100.0 <br /> Initial Height(in) 3.008 <br /> Initial Diameter(in) 2.778 <br /> Initial Area(inz) 6.060 <br /> Consolidated Height(in) 2.986 <br /> Area After Consolidation (inz) 5.974 <br /> Diameter During Perm (in) 2.758 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 15.6% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 121.6 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 116.1 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.421 <br /> Optimum Moisture Content(%): 11.3 <br /> Initial Water Content(%): 11.3 <br /> Confining Pressure (psi): 20.0 <br /> Permeability(k cm/s): 6.2E-08 <br /> Gradient Range(h/Q: 10.1 13.3 <br />