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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 />2.8 4.1 <br />Confining Pressure (psi):20.0 <br />Hydraulic Conductivity, k20 (cm/s): 8.1E-07 <br />Gradient Range (h/L): <br />Initial Void Ratio:0.352 <br />Optimum Moisture Content(%):10.5 <br />Initial Water Content (%):10.5 <br />Maximum Dry Density (pcf):129.4 <br />Initial Remolded Dry Density (pcf):122.3 <br />Initial Percent Compaction:95% <br />2.65 <br />100.0% 100.0 <br />94.6 95.2 <br />3.012 3.002 <br />0.343 <br />2.784 2.774 <br />6.085 6.045 <br />13.0% <br />0.01064 0.01059 <br />122.4 123.1 <br />138.7 139.1 <br />62.19 77.90 <br />592.41 584.30 <br />10.5 13.3 <br />0.00 240.10 <br />50 <br />Yes <br />20 <br />Remolded <br />0.877 <br />Initial During k Testing Final <br />654.6 902.30 <br />592.41 824.40 <br />De-aired Bottled <br />475.0106.072 Upper Dump 1 SLF Stockpile <br />B Stockpile <br />TW TW <br />7/30/2025 TW <br />8/13/2025 Dark brown clayey <br />gravel with sand <br />Test Boundary Conditions <br />Flexible Wall Hydraulic Conductivity <br />ASTM D5084 <br />Cripple Creek and Victor Gold Mines SLF-65-C <br />VLF2 PH3 Stage B SLF-65-C