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Project No.: W1895-88-01 <br />2.69 <br />Boring No. B1 Normal Stress (kip/ft²) 1 3 5 <br />Sample No. B1@3.5'Peak Shear Stress (kip/ft²) 0.74 1.93 <br />0.05 <br />Depth (ft) 3.5'Shear Stress @ End of Test (ksf) 0.72 1.92 2.69 <br />Sample Type:RING Deformation Rate (in./min.) 0.05 0.05 <br />Soil Identification:Initial Sample Height (in.) 1.0 1.0 1.0 <br />Sandy Clay (CL) <br />Ring Inside Diameter (in.) 2.375 2.375 2.375 <br />Initial Moisture Content (%) 25.2 24.1 25.2 <br />Strength Parameters Initial Dry Density (pcf) 96.9 97.0 100.0 <br />88.1 99.2 <br />Peak 330 26 Soil Height Before Shearing (in.) 1.2 1.2 1.2 <br />C (psf)Initial Degree of Saturation (%) 91.9 <br />Ultimate 300 26 Final Moisture Content (%) 24.2 19.8 <br />DIRECT SHEAR TEST RESULTS 625 CYPRESS AVENUE <br />SANTA ANA, CALIFORNIAConsolidated Drained ASTM D-3080 <br /> Checked by: ACS <br />22.2 <br />April 2024 Figure B1 <br />0.0 <br />1.0 <br />2.0 <br />3.0 <br />4.0 <br />5.0 <br />0.0 1.0 2.0 3.0 4.0 5.0 <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 />Normal Stress (ksf)