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OF <br /> SOIL TYPE WET DENSITY COHESION ANGLE <br /> (PCF) INTERNAL FRICTION <br /> _0 GREES <br /> LEVEE FILL;SAND,CLAYEY, 135 160 33 <br /> GRAVELLY,COSSLEY,DENSE(SC) <br /> FOUNDATION SOILS:SAND,CLAYEY, <br /> GRAVELLY,COBBLEY.DENSE(SC) 133 ISD 33 <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 2.8 <br /> R11M LtjLM4WlW Ill affulinv, <br /> ......... .OEM go-p-owMil WTW. I Mn <br /> BEFORE FLOOD <br /> CREEKSIDE <br /> JOB NO.25,385 FIG.2 <br />