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3. 0 <br /> 2.5 <br /> I <br /> i <br /> I �4 <br /> rA <br /> cc <br /> E 1. 5 <br /> i <br /> I <br /> e 1.9 <br /> 015 <br /> 9.9 <br /> 0. 0 0. 5 1. 0 1.5 2. 0 2. 5 3. 0 <br /> NORMAL STRESS (ksf) <br /> SAMPLE NO: 2 FRICTION ANGLE 24 deg <br /> DEPTH. 0.0 ft COHESION W 1.30 ksf <br /> TEST TYPE: Consolidated - Drained <br /> SOIL DESCRIPTION: <br /> DRY DENSITY (pcf) 105.7 101.0 <br /> INITIAL WATER CONTENT (%) 9.4 - 9.4 <br /> FINAL WATER CONTENT (%} 9.4 9.4 <br /> NORMAL STRESS (ksf) 0.623 2.265 <br /> MAXIMUM SHEAR (ksf) 1.602 2.350 <br /> DIRECT SHEAR PLATE <br /> K'qK LEIN FELD E R DSS PIT <br /> Drafted By: KCC Project No.: 20-2245-345M SAN JOAQUIN COUNTY, CALIFORNIA 5 <br /> Date: 317100 File Number: K0774 <br /> Copynghr Kkai elder,hu.2000 - <br />