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3. 0 <br /> 2.5 <br /> 2.0 <br /> C <br /> A <br /> r <br /> rn <br /> r 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-1 FRICTION ANGLE 23 deg <br /> DEPTH: 35.0 ft COHESION = 0.60 ksf <br /> TEST TYPE: Consolidated - Drained <br /> SOIL DESCRIPTION: BROWN SILTY CLAY <br /> DRY DENSITY (pcf) 95.6 95.6 95.6 <br /> INITIAL WATER CONTENT (%) 27.3 27.3 27.3 <br /> FINAL WATER CONTENT (%) <br /> NORMAL STRESS (ksf) 0.62 1.15 2.24 <br /> MAXIMUM SHEAR (ksf) 0.87 1.06 1.54 <br /> DIRECT SHEAR TEST PLATE <br /> k14 K L E I N F E L D E R TEICHERT CONSTRUCTION COMPANY <br /> Drafted By: KCC Project No.: 20-1100-38.G01 TRAINA PROPERTY A-5 <br /> Date: 9/17/96 File Number: K0139 TRACY, CALIFORNIA <br /> Cop ,&Kl 161ld11.1K /996 <br />