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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-11-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-11-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: Joseph Hickey Tested By: TW <br /> Test Started: 4/23/2016 Checked By: 1DH/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) 630.71 771.78 <br /> Dry Soil+Tare(g) 562.13 684.70 <br /> Tare(g) 0.0 122.49 <br /> Wt.of Water(g) 68.58 87.08 <br /> Dry Soil (g) 562.21 562.21 <br /> Moisture Content(%) 12.2 15.5 <br /> Volume(ft) 0.0107 0.0107 <br /> Dry Density(pcf) 115.8 115.9 <br /> Wet Density(pcf) 129.9 135.5 <br /> Saturation (%) 72.3 100.0 <br /> Initial Height(in) 3.038 <br /> Initial Diameter(in) 2.785 <br /> Initial Area(inz) 6.090 <br /> Consolidated Height(in) 3.017 <br /> Area After Consolidation(inz) 6.005 <br /> Diameter During Perm(in) 2.765 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 15.8% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 121.3 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 115.8 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.426 <br /> Optimum Moisture Content(%): 12.2 <br /> Initial Water Content(%): 12.2 <br /> Confining Pressure (psi): 20.0 <br /> Permeability(k cm/s): 1.3E-07 <br /> Gradient Range (h/L): 13.3 13.6 <br />