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®:NewFields <br /> Flexible Wall Permeability <br /> ASTM D5084 <br /> Client: Newmont Lab Sample No.: NFSLF-30-C <br /> Project: CC&V Squaw Gulch VLP Field Sample No.: NFSLF-30-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: 7/15/2016 Checked By: JDH/ACW <br /> Test Finished: 7/20/2016 Sample Description: Brown clayey sand with gravel <br /> BoundaryTest <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) 637.89 765.50 <br /> Dry Soil+Tare(g) 560.54 678.20 <br /> Tare(g) 0.0 119.7 <br /> wt.of water(g) 77.35 87.30 <br /> Dry Soil (g) 558.50 558.50 <br /> Moisture Content(%) 13.8 15.6 <br /> Volume(ft3) 0.0106 0.0105 <br /> Dry Density(pcf) 116.9 117.1 <br /> Wet Density(pcf) 133.1 136.2 <br /> Saturation(%) 84.5 100.0 <br /> Initial Height(in) 3.023 <br /> Initial Diameter(in) 2.773 <br /> Initial Area(inZ) 6.041 <br /> Consolidated Height(in) 3.021 <br /> Area After Consolidation(inZ) 6.031 <br /> Diameter During Perm(in) 2.771 <br /> Change in Height(in) 0.002 <br /> Moisture Content after Consolidation(%) 16.2% <br /> Specific Gravity* 2.70 <br /> *Specific gravity is assumed Maximum Dry Density(pcf): 123.2 <br /> Maximum Dry Density: ASTM D 698 Remolded Density(pcf): 116.9 <br /> Percent Compaction: 95% <br /> Void Ratio: 0.438 <br /> Optimum Moisture Content(%): 13.8 <br /> Initial Water Content(%): 13.8 <br /> Confining Pressure (psi): 5.0 <br /> Permeability(k cm/s): 8.9E-08 <br /> Gradient Range(h/L): 1 10.0 10.2 <br />