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Client: Lab Sample No.: <br />Project: Field Sample No.: <br />Project No.: Location: <br />Phase: Elevation/Depth: <br />Requested By: Tested By: <br />Test Started: Checked By: <br />Test Finished: Sample Description: <br />Type of Permeant <br />Magnitude of Back pressure (psi) <br />Saturated (Y/N): <br />Stage 2: Effective Stress (psi) <br />Sample Type <br />Burrete Area (cm2) <br />Test Specimen Data <br />Wet Soil + Tare (g) <br />Dry Soil + Tare (g) <br />Tare (g) <br />Wt. of Water (g) <br />Dry Soil (g) <br />Moisture Content (%) <br />Sample Volume (ft3) <br />Dry Density (pcf) <br />Wet Density (pcf) <br />Saturation (%) <br />Percent Compaction <br />Height (in) <br />Diameter (in) <br />Area (in2) <br />Est. Moisture Content after Consolidation (%) <br />Est. Void Ratio after Consolidation <br />Specific Gravity* <br />*Specific gravity is assumed <br />Maximum Dry Density: <br />ASTM D 698 <br />0.8 1.3 <br />Flexible Wall Hydraulic Conductivity <br />ASTM D5084 <br />Cripple Creek and Victor Gold Mines SLF-61-C <br />VLF2 PH3 Stage B SLF-61-C <br />De-aired Bottled <br />475.0106.072 Upper Dump 1 SLF Stockpile <br />B Stockpile <br />TW TW/AV <br />6/4/2025 TW <br />6/24/2025 Dark brown clayey <br />gravel with sand <br />Test Boundary Conditions <br />0.00 239.00 <br />45 <br />Yes <br />20 <br />Remolded <br />0.877 <br />Initial During k Testing Final <br />634.7 879.10 <br />569.33 796.00 <br />65.37 83.10 <br />569.33 557.00 <br />11.5 14.9 <br />0.01054 0.01054 <br />118.8 118.8 <br />136.4 136.4 <br />2.65 <br />100.0% 100.0 <br />95.4 95.4 <br />3.014 3.003 <br />0.392 <br />2.776 2.766 <br />6.051 6.010 <br />14.8% <br />Maximum Dry Density (pcf):124.5 <br />Initial Remolded Dry Density (pcf):118.8 <br />Initial Percent Compaction:95% <br />Initial Void Ratio:0.392 <br />Optimum Moisture Content(%):11.6 <br />Initial Water Content (%):11.5 <br />Confining Pressure (psi):20.0 <br />Hydraulic Conductivity, k20 (cm/s): 9.2E-07 <br />Gradient Range (h/L):