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ANGLE OF <br /> SOIL TYPE WETDENSITY COHESION INTERNAL FRICTION <br /> PCF PSF DEGREES <br /> LEVEE FILL:SAND.CLAYEY, 135 200 45 <br /> GRAVELLY,COBBLY,.)ENSE SC <br /> FOUNDATION SOILS:SAND,CLAYEY, 133 200 45 <br /> GRAVELLY,COBBLY,DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 3.5 <br /> EARTHQUAKE <br /> CREEKSIDE <br /> JOB NO. 25,385 FIG. A-7 <br />