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NewFietds <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-25-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-25-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: 7/5/2016 Checked By: JDH/ACW <br /> Test Finished: 7/13/2016 Sample Description: Brown clayey gravel w/sand <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 (cmz) 0.877 <br /> Test Specimen Data Before Test After Test <br /> Wet Soil+Tare(g) 623.2 752.60 <br /> Dry Soil+Tare(g) 560.43 676.60 <br /> Tare(g) 0.0 119 <br /> Wt. of Water(g) 62.77 76.00 <br /> Dry Soil (g) 557.60 557.60 <br /> Moisture Content(%) 11.2 13.6 <br /> Volume(ft) 0.0105 0.0105 <br /> Dry Density(pcf) 117.4 117.5 <br /> Wet Density(pcf) 130.5 136.5 <br /> Saturation(%) 69.5 100.0 <br /> Initial Height(in) 3.018 <br /> Initial Diameter(in) 2.770 <br /> Initial Area(inz) 6.026 <br /> Consolidated Height(in) 2.997 <br /> Area After Consolidation (inz) 5.941 <br /> Diameter During Perm (in) 2.750 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation (%) 15.0% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 122.8 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 117.4 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.406 <br /> Optimum Moisture Content(%): 11.2 <br /> Initial Water Content (%): 11.2 <br /> Confining Pressure (psi): 20.0 <br /> Permeability(k cm/s): 1.1E-07 <br /> Gradient Range (h/Q: 3.0 13.3 <br />