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:NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-10-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-10-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: AW Tested By: TW <br /> Test Started: 4/23/2016 Checked By: JDH/AW <br /> Test Finished: 4/26/2016 Sample Description: Brown clayey gravel w/sand <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 43 <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) 639.4 935.79 <br /> Dry Soil+Tare(g) 583.93 855.10 <br /> Tare(g) 0.0 270.76 <br /> Wt.of Water(g) 55.47 80.69 <br /> Dry Soil (g) 584.34 584.34 <br /> Moisture Content(%) 9.5 13.8 <br /> Volume(ft) 0.0107 0.0107 <br /> Dry Density(pcf) 120.0 120.1 <br /> Wet Density(pcf) 131.4 138.1 <br /> Saturation (%) 63.5 100.0 <br /> Initial Height(in) 3.037 <br /> Initial Diameter(in) 2.788 <br /> Initial Area(inz) 6.105 <br /> Consolidated Height(in) 3.016 <br /> Area After Consolidation (inz) 6.020 <br /> Diameter During Perm(in) 2.769 <br /> Change in Height(in) 0.021 <br /> Moisture Content after Consolidation(%) 13.9% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 126 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 120.0 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.376 <br /> Optimum Moisture Content(%): 9.5 <br /> Initial Water Content (%): 9.5 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 5.0E-07 <br /> Gradient Range(h/L): 12.4 13.6 <br />