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NewFields <br /> Flexible Wall Permeability <br /> ASTM D5O84 <br /> Client: Newmont Lab Sample No.: NFSLF-33-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-33-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: 7/20/2016 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 /> SpecimenTest Data Before Test After Test <br /> Wet Soil+Tare(g) 636.5 765.70 <br /> Dry Soil+Tare(g) 560.79 680.80 <br /> Tare(g) 0.0 119.8 <br /> Wt.of Water(g) 75.71 84.90 <br /> Dry Soil (g) 561.00 561.00 <br /> Moisture Content(%) 13.5 15.1 <br /> Volume(ft) 0.0106 0.0106 <br /> Dry Density(pcf) 116.3 116.4 <br /> Wet Density(pcf) 132.0 135.8 <br /> Saturation (%) 81.2 100.0 <br /> Initial Height(in) 3.027 <br /> Initial Diameter(in) 2.780 <br /> Initial Area (inz) 6.070 <br /> Consolidated Height(in) 3.024 <br /> Area After Consolidation (inz) 6.060 <br /> Diameter During Perm (in) 2.778 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 16.5% <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): 116.3 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.446 <br /> Optimum Moisture Content(%): 13.5 <br /> Initial Water Content(%): 13.5 <br /> Confining Pressure (psi): 5.0 <br /> Permeability(k cm/s): 1.1E-07 <br /> Gradient Range (h/L): 1 2.9 3.0 <br />