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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-41-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-41-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: 8/15/2016 Checked By: JDH/ACW <br /> Test Finished: 8/23/2016 Sample Description: Brown clayey sand w/gravel <br /> BoundaryTest <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 45 <br /> Saturated(Y/N): Yes <br /> Stage 2: Effective Stress(psi) 20 <br /> Sample Type Remolded <br /> Burrete Area(CmZ) 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 623.35 763.30 <br /> Dry Soil +Tare(g) 560.57 683.00 <br /> Tare(g) 0.0 123.8 <br /> Wt.of Water(g) 62.78 80.30 <br /> Dry Soil (g) 559.20 559.20 <br /> Moisture Content(%) 11.2 14.4 <br /> Volume(ft) 0.0106 0.0105 <br /> Dry Density(pcf) 116.8 116.9 <br /> Wet Density(pcf) 129.9 136.1 <br /> Saturation (%) 68.3 100.0 <br /> Initial Height(in) 3.020 <br /> Initial Diameter(in) 2.777 <br /> Initial Area (inZ) 6.055 <br /> Consolidated Height(in) 2.999 <br /> Area After Consolidation (inZ) 5.970 <br /> Diameter During Perm (in) 2.757 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 15.3% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 123 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 116.8 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.413 <br /> Optimum Moisture Content(%): 11.2 <br /> Initial Water Content(%): 11.2 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 3.3E-07 <br /> Gradient Range (h/L): 2.9 3.0 <br />