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PROJECT <br />CLIENT <br />BH-1 Soil Dry density (pcf)112.47 <br />S -2 Soil Moisture Contenet (%)2.97 Shear Device <br />2 Shear Strength Values:Test Type <br />Clayey fine sand 30.85 <br />43Cohesion (PSF) <br />Sample NO.Single Shear Apparatus <br />Depth (ft )Ultimate <br />Sample Description: Friction Angle (Degree)Sample Test State Moist, Remolded <br />TEST RESULT FOR DIRECT SHEAR OF SOILS <br />ASTM D3080 <br />2234 S Lowell St., Santa Ana, CA 92707 <br />Carlos Gonzalez <br />Boring NO. Date March 10, 2025 <br />0 <br />500 <br />1000 <br />1500 <br />2000 <br />2500 <br />3000 <br />0 500 1000 1500 2000 2500 3000 <br />Sh <br />e <br />a <br />r <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />P <br />S <br />F <br />) <br />Normal Stress (PSF)