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Project No.: W1895-88-01 <br />3.06 <br />Boring No. TP1 Normal Stress (kip/ft²) 1 3 5 <br />Sample No. TP1@3.5'Peak Shear Stress (kip/ft²) 0.72 1.88 <br />0.05 <br />Depth (ft) 3.5'Shear Stress @ End of Test (ksf) 0.71 1.86 2.96 <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 />Clayey Sand (SC) <br />Ring Inside Diameter (in.) 2.375 2.375 2.375 <br />Initial Moisture Content (%) 17.6 16.5 15.4 <br />Strength Parameters Initial Dry Density (pcf) 97.5 105.4 109.7 <br />74.5 77.3 <br />Peak 133 30 Soil Height Before Shearing (in.) 1.2 1.2 1.2 <br />C (psf)Initial Degree of Saturation (%) 65.3 <br />Ultimate 152 29 Final Moisture Content (%) 26.2 18.1 <br />DIRECT SHEAR TEST RESULTS 625 CYPRESS AVENUE <br />SANTA ANA, CALIFORNIAConsolidated Drained ASTM D-3080 <br /> Checked by: ACS <br />21.4 <br />April 2024 Figure B3 <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)