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NewFietds <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-19-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-19-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: TW <br /> Test Started: 6/2/2016 Checked By: JDH/ACW <br /> Test Finished: 6/10/2016 Sample Description: Brown clayey sand with gravel <br /> BoundaryTest <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 2) 0.877 <br /> :Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 637.31 770.40 <br /> Dry Soil+Tare(g) 564.49 687.10 <br /> Tare(g) 0.0 123.3 <br /> Wt.of Water(g) 72.82 83.30 <br /> Dry Soil (g) 563.80 563.80 <br /> Moisture Content(%) 12.9 14.8 <br /> Volume(ft) 0.0106 0.0106 <br /> Dry Density(pcf) 117.5 117.6 <br /> Wet Density(pcf) 132.6 136.6 <br /> Saturation(%) 80.2 100.0 <br /> Initial Height(in) 3.018 <br /> Initial Diameter(in) 2.779 <br /> Initial Area(inZ) 6.066 <br /> Consolidated Height(in) 3.016 <br /> Area After Consolidation(inZ) 6.056 <br /> Diameter During Perm (in) 2.777 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 16.0% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 123.8 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 117.5 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.432 <br /> Optimum Moisture Content(%): 11.9 <br /> Initial Water Content(%): 12.9 <br /> Confining Pressure (psi): 5.0 <br /> Permeability(k cm/s): 1.8E-07 <br /> Gradient Range (h/Q: 2.9 3.0 <br />