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ASTM D3080 <br />Project/Client: <br />Boring No.: Sample No. Depth: <br />Location:Sample Type: <br />Soil Type: <br />0.2 <br />====32.1 deg.====31.2 deg. <br />Cohesion <br />0.032 TSF <br />Cohesion <br />TSF0.033Apparent <br />Peak Conditions <br />Friction Angle: Friction Angle: <br />At Given Shear Disp. Of: <br />Apparent <br />"These tests are for informational purposes only and must be reviewed by a <br />qualified professional engineer to verify that the test parameters shown are <br />appropriate for any particular design." <br />0.95Thickness (In.) <br />Water Content (%) <br />0.95 <br />95.2 <br />0.95 <br />0.93 <br />(in/min) <br />Diameter (In.)2.50 2.502.50 <br />Date Reported:5/8/2023 <br />Initial <br />Max Stress <br />Failure Criterion: <br />Plastic Limit: <br />A <br />0.0008 <br />X <br />Bulk <br />(*) = Assumed Specific Gravity <br />Remarks: Specimens compacted to 95% of maximum standard proctor density at optimum moisture <br />content using -#4 material; Inundated after applying normal load. Consolidated and sheared to given <br />displacements at constant rate of 0.0008 inches/minute. <br />Plasticity Index: <br />Specific Gravity (*): <br />Liquid Limit: <br />Lean Clay with Sand (CL) <br />27.6 27.5 26.9 <br />Shear Rate <br />21.4 21.4 <br />95.2 <br />B <br />2.68 <br />0.94 0.94 <br />0.38 0.75 <br />97.3 <br />0.97 <br />1.50 <br />Thickness (In.) <br />Water Content (%) <br />Normal Stress <br />Shear Stress <br />Dry Density (pcf)96.2 96.3 <br />0.26 0.52 <br />Direct Shear Test <br />Test Date: <br />Job No.: <br />2815 Casco Point Road #23-0240 / Haugo Geotechnical Services <br />4-12-23 <br />Dry Density (pcf) <br />Before Shear <br />4/27/2023 <br />14310 <br />95.2 <br />C D <br />21.4 <br />-0.02 <br />-0.015 <br />-0.01 <br />-0.005 <br />0 <br />0.005 <br />0.01 <br />0 0.05 0.1 0.15 0.2 0.25Change in Thickness (inch)0 <br />0.2 <br />0.4 <br />0.6 <br />0.8 <br />1 <br />1.2 <br />0 0.05 0.1 0.15 0.2 0.25Shear Stress (TSF)Shear Displacement (inch) <br />0 <br />0.25 <br />0.5 <br />0.75 <br />1 <br />1.25 <br />1.5 <br />1.75 <br />2 <br />0 0.25 0.5 0.75 1 1.25 1.5 1.75 2Shear Stress (TSF)Normal Stress (TSF)