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WewFields <br /> Flexible Wall Permeability <br /> ASTM D5O84 <br /> Client: Newmont Lab Sample No.: SLF-23-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-23-C <br /> Project No.: 475.0106.006 Location: Dump 1 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: 6/26/2016 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(cm') 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 649.88 773.90 <br /> Dry Soil+Tare(g) 569.07 687.40 <br /> Tare(g) 0.0 121.4 <br /> Wt.of Water(g) 80.81 86.50 <br /> Dry Soil (g) 566.00 566.00 <br /> Moisture Content(%) 14.2 15.3 <br /> Volume(ft) 0.0106 0.0105 <br /> Dry Density(pcf) 118.6 118.8 <br /> Wet Density(pcf) 135.5 137.3 <br /> Saturation(%) 91.2 100.0 <br /> Initial Height(in) 3.021 <br /> Initial Diameter(in) 2.776 <br /> Initial Area(in 2) 6.051 <br /> Consolidated Height(in) 3.018 <br /> Area After Consolidation(in2) 6.042 <br /> Diameter During Perm (in) 2.774 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 15.5% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 124.7 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 118.6 <br /> Percent Compaction: 95/° <br /> Void Ratio: 0.418 <br /> Optimum Moisture Content(%): 14.2 <br /> Initial Water Content (%): 14.2 <br /> Confining Pressure(psi): 5.0 <br /> Permeability(k cm/s): 6.5E-08 <br /> Gradient Range (h/Q: 10.1 10.2 <br />