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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 />5.3 5.9 <br />Confining Pressure (psi):20.0 <br />Hydraulic Conductivity, k20 (cm/s): 7.5E-07 <br />Gradient Range (h/L): <br />Initial Void Ratio:0.356 <br />Optimum Moisture Content(%):10.4 <br />Initial Water Content (%):10.4 <br />Maximum Dry Density (pcf):127.4 <br />Initial Remolded Dry Density (pcf):121.9 <br />Initial Percent Compaction:96% <br />2.65 <br />100.0% 100.0 <br />95.7 95.8 <br />3.017 3.007 <br />0.356 <br />2.769 2.760 <br />6.021 5.981 <br />13.4% <br />0.01050 0.01050 <br />121.9 122.0 <br />138.4 138.4 <br />60.38 80.60 <br />581.92 577.00 <br />10.4 14.0 <br />0.00 240.50 <br />45 <br />Yes <br />20 <br />Remolded <br />0.877 <br />Initial During k Testing Final <br />642.3 898.10 <br />581.92 817.50 <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 />sand with gravel <br />Test Boundary Conditions <br />Flexible Wall Hydraulic Conductivity <br />ASTM D5084 <br />Cripple Creek and Victor Gold Mines SLF-60-C <br />VLF2 PH3 Stage B SLF-60-C