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mmmNewlFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-27-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-27-C <br /> Project No.: 475.0106.006 Location: Dump 1 Processing <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: KS <br /> Test Started: 7/7/2016 Checked By: JDH/ACW <br /> Test Finished: 7/13/2016 Sample Description: Brown clayey sand w/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 2: Effective Stress(psi) 20 <br /> Sample Type Remolded <br /> Burrete Area(cm') 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 613.8 744.80 <br /> Dry Soil+Tare(g) 547.55 670.10 <br /> Tare(g) 0.0 121.8 <br /> Wt.of Water(g) 66.25 74.70 <br /> Dry Soil (g) 548.30 548.30 <br /> Moisture Content(%) 12.1 13.6 <br /> Volume(ft3) 0.0106 0.0106 <br /> Dry Density(pcf) 113.9 114.1 <br /> Wet Density(pcf) 127.7 134.3 <br /> Saturation(%) 68.2 100.0 <br /> Initial Height(in) 3.017 <br /> Initial Diameter(in) 2.780 <br /> Initial Area(in2) 6.070 <br /> Consolidated Height(in) 2.996 <br /> Area After Consolidation(in2) 5.984 <br /> Diameter During Perm(in) 2.760 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation(%) 16.6% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 120 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 113.9 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.449 <br /> Optimum Moisture Content(%): 12.1 <br /> Initial Water Content(%): 12.1 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 6.2E-08 <br /> Gradient Range(h/Q: 10.2 13.3 <br />