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SGS-19-001 <br />Client:Sierra Geotechnical Services Inc.KL <br />Project Name:SCE Santa Ana SK Logistic Bldg MJ <br />Project Number:SGSI # 3.31634 Date: <br />Boring No.:CPT-2 <br />Sample No.:- <br />Sample Type:Sample Remolded <br />Depth (ft):3-7 <br />Soil description:Brown, Sandy Lean Clay (CL) <br />Type of test:Consolidated, Drained <br />1 2 3 <br />1 2 4 <br />0.002 0.002 0.002 <br />#REF!#REF! <br />O 0.84 1.20 2.06 <br />X 0.67 1.13 2.04 <br />#REF!0.00 <br />1.000 1.000 1.000 <br />1.0017 0.9928 0.9875 <br />2.416 2.416 2.416 <br />11.2 11.2 11.2 <br />18.1 17.4 16.8 <br />111.0 111.0 111.0 <br />Test No. <br />Symbol <br /> DIRECT SHEAR TEST <br />HAI Pr No.: <br />Tested by: <br />Checked by: <br />9/24/2019 <br />ASTM D3080 <br />Initial Moisture Content (%) <br />Dry Density (pcf) <br />Final Moisture Content (%) <br />Normal Stress (ksf) <br />Deformation Rate (in/min) <br />Peak Shear Stress (ksf) <br />Initial Height of Sample (in) <br />Diameter of Sample (in) <br />Height of Sample before Shear (in) <br />Shear Stress @ End of Test (ksf) <br />0 <br />1 <br />2 <br />3 <br />4 <br />0 1 2 3 4 5 6 7 8 <br />Sh <br />e <br />a <br />r <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />k <br />s <br />f <br />) <br /> <br />Normal Stress (ksf) <br /> Peak <br /> End of Test <br />0 <br />1 <br />2 <br />3 <br />4 <br />0 0.05 0.1 0.15 0.2 0.25 <br />Sh <br />e <br />a <br />r <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />k <br />s <br />f <br />) <br /> <br />Horizontal Deformation (in) <br />90 of 100 <br />1327 S Grand Ave <br />12/12/2024