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Project No.: W1895-88-01 <br />2.69 <br />Boring No. TP2 Normal Stress (kip/ft²) 1 3 5 <br />Sample No. TP2@3'Peak Shear Stress (kip/ft²) 0.80 2.04 <br />0.05 <br />Depth (ft) 3'Shear Stress @ End of Test (ksf) 0.76 1.96 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 />Silty Sand (SM) <br />Ring Inside Diameter (in.) 2.375 2.375 2.375 <br />Initial Moisture Content (%) 21.2 17.2 21.6 <br />Strength Parameters Initial Dry Density (pcf) 101.0 107.0 97.5 <br />80.6 80.0 <br />Peak 431 25 Soil Height Before Shearing (in.) 1.2 1.2 1.2 <br />C (psf)Initial Degree of Saturation (%) 85.4 <br />Ultimate 351 26 Final Moisture Content (%) 24.9 20.4 <br />DIRECT SHEAR TEST RESULTS 625 CYPRESS AVENUE <br />SANTA ANA, CALIFORNIAConsolidated Drained ASTM D-3080 <br /> Checked by: ACS <br />19.7 <br />April 2024 Figure B5 <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)