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3. 0 <br /> 2.5 <br /> 2.0 <br /> C <br /> In <br /> rn <br /> 1.5 <br /> vy <br /> v7 <br /> 1.0 <br /> 0.5 <br /> 0.0 <br /> 0.0 0. 5 1.0 1.5 2.0 2. 5 3.0 <br /> NORMAL STRESS (ksf) <br /> SAMPLE NO: B-I FRICTION ANGLE =25 deg <br /> DEPTH: 45.0 ft COHESION = 0.39 ksf <br /> TEST TYPE: Consolidated - Drained <br /> SOIL DESCRIPTION:BROWN SANDY CLAY <br /> DRY DENSITY (pcf) 96.0 96.0 96.0 <br /> INITIAL WATER CONTENT (%) 27.2 27.2 27.2 <br /> FINAL WATER CONTENT (%) <br /> NORMAL STRESS (ksf) 0.64 1.18 2.29 <br /> MAXIMUM SHEAR (ksf) 0.70 0.91 1.45 <br /> DIRECT SHEAR TEST PLATE <br /> k'qK L E I N FELDER TEICHERT CONSTRUCTION COMPANY <br /> Drafted 9y: KCC I Project No.: 20-1100-38.G01 TRAINA PROPERTY A-6 <br /> Date: 9!17/98 Re Number: K0139 TRACY, CALIFORNIA <br /> C4*yrtBk co-ifteo,rK.19% <br />