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3.0 <br /> 2.5 <br /> 2.0- <br /> 1. 5 <br /> .01. 5 <br /> 1.0 <br /> ` 0. 5 <br /> 0. 0- <br /> 0.0 <br /> . 00.0 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: 50.0 ft COHESION = 0.39 ksf <br /> TEST TYPE: Consolidated - Drained <br /> SOIL DESCRIPTION: BROWN SILTY SAND <br /> DRY DENSITY (pct) 103.9 103.9 103.9 <br /> INITIAL WATER CONTENT (%) 19.9 19.9 19.9 <br /> FINAL WATER CONTENT (%) <br /> NORMAL STRESS (ksf) 0.63 1.17 2.27 <br /> MAXIMUM SHEAR (ksf) 0.66 0.99 1.45 <br /> DIRECT SHEAR TEST PLATE <br /> k0q 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 p-7 <br /> Date: 9/17/96 file Number: K0139 TRACY, CALIFORNIA <br /> s Cwydghr Kfeu6kWer Gs. IM <br />