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Client:Lab Sample No.: <br />Project: <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 1: 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 />3.0 4.1 <br />8.8E-07 <br />5.0 <br />3.018 <br />2.773 <br />6.041 <br />3.016 <br />6.031 <br />10.7 <br />122.0 <br />127.9 <br />10.8 <br />95% <br />0.355 <br />0.352 <br />10.7 <br />0.877 <br />Dark brown clayey <br />sand with gravel <br />Initial <br />647.2 <br />584.42 <br />De-aired Bottled <br />45 <br />Yes <br />5 <br />Remolded <br />0.00 <br />62.78 <br />Gradient Range (h/L): <br />Test Boundary Conditions <br />Maximum Dry Density (pcf): <br />Initial Remolded Dry Density (pcf): <br />Initial Percent Compaction: <br />Initial Void Ratio: <br />Optimum Moisture Content(%): <br />2.771 <br />95.4 95.5 <br />2.65 <br />During k Testing <br />0.01055 <br />122.0 <br />135.2 <br />13.3% <br />Hydraulic Conductivity, k20 (cm/s): <br />TW <br />SLF-64-R <br />SLF-64-R <br />N 57,493 E 38,321 <br />FG <br />TW <br />B <br />TW <br />7/30/2025 <br />8/11/2025 <br />475.0106.072 <br />Cripple Creek and Victor Gold Mines <br />VLF2 PH3 Stage B <br />80.6 <br />Final <br />Field Sample # <br />Flexible Wall Hydraulic Conductivity <br />ASTM D5084 <br />Initial Water Content (%): <br />Confining Pressure (psi): <br />904.20 <br />824.40 <br />240.10 <br />79.80 <br />584.30 <br />13.7 <br />0.01051 <br />122.2 <br />138.6 <br />100.0 <br />584.42