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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-31-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-31-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: 7/19/2016 Checked By: JDH/ACW <br /> Test Finished: 7/25/2016 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(cmz) 0.877 <br /> 'Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 638.56 768.50 <br /> Dry Soil+Tare(g) 564.60 682.70 <br /> Tare(g) 0.0 121.2 <br /> Wt.of Water(g) 73.96 85.80 <br /> Dry Soil (g) 561.50 561.50 <br /> Moisture Content(%) 13.1 15.3 <br /> Volume(ft) 0.0106 0.0105 <br /> Dry Density(pcf) 117.6 117.8 <br /> Wet Density(pcf) 133.1 136.7 <br /> Saturation(%) 81.8 100.0 <br /> Initial Height(in) 3.027 <br /> Initial Diameter(in) 2.773 <br /> Initial Area(in2) 6.041 <br /> Consolidated Height(in) 3.024 <br /> Area After Consolidation (in') 6.031 <br /> Diameter During Perm (in) 2.771 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 15.9% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 124.1 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 117.6 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.429 <br /> Optimum Moisture Content(%): 13.1 <br /> Initial Water Content (%): 13.1 <br /> Confining Pressure (psi): 5.0 <br /> Permeability (k cm/s): 8.9E-08 <br /> Gradient Range (h/Q: 10.0 10.2 <br />