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mmmNewlFields <br /> Flexible Wall Permeability <br /> ASTM D5O84 <br /> Client: Newmont Lab Sample No.: NFSLF-36-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-36-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: 7/27/2016 Checked By: JDH/ACW <br /> Test Finished: 8/2/2016 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 (cm2) 0.877 <br /> :Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 642.71 770.60 <br /> Dry Soil+Tare(g) 566.76 683.30 <br /> Tare(g) 0.0 120.8 <br /> Wt.of Water(g) 75.95 87.30 <br /> Dry Soil (g) 562.50 562.50 <br /> Moisture Content(%) 13.4 15.5 <br /> Volume(ft) 0.0105 0.0105 <br /> Dry Density(pcf) 118.6 118.8 <br /> Wet Density(pcf) 134.5 137.3 <br /> Saturation (%) 86.1 100.0 <br /> Initial Height(in) 3.020 <br /> Initial Diameter(in) 2.770 <br /> Initial Area (in2) 6.026 <br /> Consolidated Height(in) 3.018 <br /> Area After Consolidation (in2) 6.017 <br /> Diameter During Perm (in) 2.768 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation (%) 15.5% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 124.6 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 118.6 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.417 <br /> Optimum Moisture Content(%): 13.4 <br /> Initial Water Content(%): 13.4 <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 />