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Y <br /> 1y 111 <br /> 3. 0 <br /> Z. 5 <br /> 2. 0 <br /> m <br /> .cccn <br /> ' <br /> v] <br /> 1. 0 <br /> a <br /> 0. 5 <br /> . S <br /> 0. 0 � <br /> 0. 0 0. 5 -1. 0 1. 5 2.0 2. 5 3.0 <br /> NORMAL STRESS (ksf) <br /> i <br /> SAMPLE NO: 98 FRICTION ANGLE =8 deg <br /> DEPTH: 0.0 ft COHESION = 1.68 ksf <br /> TEST TYPE: Consolidated - Drained i <br /> SOIL DESCRIPTION:REMOLDED BROWN SANDY SILTY CLAY <br /> DRY DENSITY (pcf) 124.0 <br /> INITIAL WATER CONTENT (%} 11.5 <br /> 1 <br /> FINAL WATER CONTENT (%) 11.5 ! <br /> NORMAL STRESS (ksf) 0.636 1.168 2.252 <br /> MAXIMUM SHEAR (ksf) 1.772 1.819 1.984 <br /> DIRECT SHEAR PLATE <br /> k4KLEINFELDER DSSPIT <br /> Drafted By: KCC I Project No.: 20-2245-34.MQ3 SAN JOAQUIN COUNTY, CALIFORNIA 6 <br /> Date: 3!7100 1 Fife Number: K0774 <br /> Copyright Kleinfelder,[-.2000 <br />