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.---.—••—••.—•.•--••�•,.—,..,—..®..®..d..wm..-m..e.m.��wu®svaamrewmurauwmmu�v�ruaa� utxa�rmvomaw+aumvwxruresa,vmmuemnvatm vswwdu rmu�wr�mu <br /> ReSSA—Reinforced Slope Stability Analysis 4825 North Shore Drive <br /> Presort Date(rwe: Sm Jun 1914:21:04 2011 <br /> u u v r <br /> CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSES <br /> Rotational(Circular Are;Bishop)-Stability Analysis <br /> Minimum Factor of Safety= 1.30 <br /> Critical Circle: Xc=381.53[ft],Yc=506.12[ft],R= 120.98[ft]. (Number of slices used=52) <br /> Translational(2-Part Wedge;Spencer),Direct Sliding,Stability Analysis <br /> NOT CONDUCTED <br /> Three-Part Wedge Stability Analysis <br /> NOT CONDUCTED <br /> vduutm� �r.+n+em+rw]0 tbi-m1®! uarwa.-�s�vr-uwswvdmu�mewamuta.ai+aurmvr-vm�wmsumw u wm wrmuwwrdm�evaW uvmsr tsf�v.dutao�wemuLtuwmu <br /> 4825 North Shore Drive Pap 7 of 7 <br /> Copyright C 2001-2006 ADAMA Engineering,Inc. www.GeoProgmms.com License number ReSSA-200478 <br />