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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PCF (PSF) (DEGREES <br /> LEVEE FILL;SAND,CLAYEY. 135 200 45 <br /> GRAVELLY,COBBLY.DENSE SC <br /> FOUNDATION SOILS;SAND,CLAYEY, 133 200 45 <br /> GRAVELLY,COBBLY DENSE SC <br /> SATURATED LEVEE FILL;SAND,CLAYEY, 72.5 200 45 <br /> GRAVELLY,COBBLY DENSE SC <br /> SATURATED FOUNDATION SOILS;SAND, 10.8 200 45 <br /> CUYEY.GRAVELLY COBBLY,DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 4.6 <br /> y <br /> CRITICAL FLOOD STAGE <br /> LANDSIDE <br /> JOB NO. 25,385 FIG.A-4 <br />