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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-39-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-39-C <br /> Project No.: 475.0106.006 Location: Dump 1 Processing <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: KS/TW <br /> Test Started: 8/5/2016 Checked By: JDH/ACW <br /> Test Finished: 8/11/2016 Sample Description: Brown clayey sand w/gravel <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) 624.25 760.70 <br /> Dry Soil+Tare(g) 556.87 677.50 <br /> Tare(g) 0.0 124.7 <br /> Wt.of Water(g) 67.38 83.20 <br /> Dry Soil (g) 552.80 552.80 <br /> Moisture Content(%) 12.1 15.1 <br /> Volume(ft3) 0.0106 0.0106 <br /> Dry Density(pcf) 115.9 116.0 <br /> Wet Density(pcf) 129.9 135.5 <br /> Saturation (%) 71.9 100.0 <br /> Initial Height(in) 3.017 <br /> Initial Diameter(in) 2.780 <br /> Initial Area (inz) 6.070 <br /> Consolidated Height(in) 2.996 <br /> Area After Consolidation(inz) 5.984 <br /> Diameter During Perm (in) 2.760 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 15.7% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 122 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 115.9 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.424 <br /> Optimum Moisture Content(%): 12.1 <br /> Initial Water Content(%): 12.1 <br /> Confining Pressure (psi): 20.0 <br /> Permeability(k cm/s): 1.3E-07 <br /> Gradient Range (h/L): 10.1 13.3 <br />