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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PCF (PSF) (DEGREES <br /> LEVEE FILL:SANO.CLAYEY, 135 200 45 <br /> GRAVELLY,COBBLY DENSE SC <br /> FOUNDATION SOILS:SAND,CLAYEY. 133 200 45 <br /> GRAVELLY,COBBLY,DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 4.0 <br /> i S <br /> ______ -------------------------------_-----------------------------------------------------------------___-_____--------------- <br /> -- <br /> BEFORE FLOOD <br /> CREEKSIDE <br /> JOB NO. 25,385 FIG.A-2 <br />