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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-34-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-34-C <br /> Project No.: 475.0106.006 Location: Dump 1 Processing <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: TW/KS <br /> Test Started: 7/21/2016 Checked By: JDH/ACW <br /> Test Finished: 7/28/2016 Sample Description: Brown clayey sand with gravel <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure (psi) 40 <br /> Saturated (Y/N): Yes <br /> Stage 1: Effective Stress (psi) 5 <br /> Sample Type Remolded <br /> Burrete Area (cm2) 0.877 <br /> Test Specimen Data <br /> Wet Soil +Tare(g) 632.82 763.60 <br /> Dry Soil+Tare(g) 558.53 678.40 <br /> Tare(g) 0.0 120.7 <br /> Wt. of Water(g) 74.29 85.20 <br /> Dry Soil (g) 557.70 557.70 <br /> Moisture Content(%) 13.3 15.3 <br /> Volume (ft) 0.0106 0.0106 <br /> Dry Density(pcf) 116.0 116.1 <br /> Wet Density(pcf) 131.4 135.6 <br /> Saturation (%) 79.4 100.0 <br /> Initial Height(in) 3.037 <br /> Initial Diameter(in) 2.773 <br /> Initial Area (in2) 6.041 <br /> Consolidated Height(in) 3.034 <br /> Area After Consolidation (in2) 6.031 <br /> Diameter During Perm (in) 2.771 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 16.7% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 122.6 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 116.0 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.450 <br /> Optimum Moisture Content(%): 13.3 <br /> Initial Water Content(%): 13.3 <br /> Confining Pressure (psi): 5.0 <br /> Permeability(k cm/s): 1.4E-07 <br /> Gradient Range (h/L): 9.9 10.2 <br />