Laserfiche WebLink
NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: SLF-13-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: SLF-13-C <br /> Project No.: 475.0106.006 Location: Dump 1 Process <br /> Phase: 1 Elevation/Depth: Stockpile <br /> Requested By: ACW Tested By: TW <br /> Test Started: 5/3/2016 Checked By: JDH/ACW <br /> Test Finished: 5/6/2016 Sample Description: Brown clayey gravel w/sand <br /> Test Boundary Conditions <br /> Type of Permeant De-aired Bottled <br /> Magnitude of Back pressure(psi) 41 <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) 645.11 778.70 <br /> Dry Soil +Tare(g) 582.76 703.20 <br /> Tare(g) 0.0 120.4 <br /> Wt. of Water(g) 62.35 75.50 <br /> Dry Soil (g) 582.80 582.80 <br /> Moisture Content(%) 10.7 13.0 <br /> Volume(ft3) 0.0107 0.0107 <br /> Dry Density(pcf) 120.1 120.3 <br /> Wet Density(pcf) 133.0 138.2 <br /> Saturation(%) 71.8 100.0 <br /> Initial Height(in) 3.028 <br /> Initial Diameter(in) 2.788 <br /> Initial Area(in z) 6.103 <br /> Consolidated Height(in) 3.007 <br /> Area After Consolidation (inz) 6.018 <br /> Diameter During Perm(in) 2.768 <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): 125.9 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 120.1 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.374 <br /> Optimum Moisture Content(%): 10.7 <br /> Initial Water Content(%): 10.7 <br /> Confining Pressure(psi): 20.0 <br /> Permeability(k cm/s): 9.6E-08 <br /> Gradient Range(h/L): 9.8 13.3 <br />