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U^_: 1G~ 45 11: to F.4S 8n1 JS.i 1JJJ E\t"IFi n: U\~. IS!'. _QJ uu=: uu_, <br />Kathy Welt <br />February 15, 1995 <br />Page 2 <br />DRY UNIT <br />WEIGHT <br />(PCF) COHESION <br /> <br />(PSF) FRICTION <br />ANGLE <br />(DEGREES) FACTOR <br />OF <br />SAFETY <br />93.0 706 11.0 f.s.=2,59 <br />80.0 89 32.0 f.s.=2.74 <br />115.0 0 33.0 t.s.=2.59 <br />80.0 118 10.0 f.s.=2,30 <br />121.0 346 24.0 f.s.=2.53 <br />66.0 288 30.0 f.s.=2.87 <br />45.0 72 41.0 f.s.=2.98 <br />• 68.0 72 41.0 f.s.=2.94 <br />As presented in tlus table, all strength values used meet the minimum factor <br />of safety required for this type of pile. If you have any questions, please call me. <br />_. S~~in~~cer~~ely, <br />L/~1XS~' ~----- <br />Charles C. Rehn, P.E. <br />General Manager <br />Salt Lake City Branch <br />CCRIsbr <br />~*~vt-S~ <br />'~ SAL t~~ <br />L J <br /> <br />