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~~~~~emlx;r 20, 2006 <br />We an:+hicd the saute Truss sections shown utxwe. except we inttt,duced water. l he theoretical <br />factor of sale[} of both the do analysis and the anahsis with water on the embankment lilt site <br />of the cross sections arc tabulated below. <br />Station ul'Cross Section Factor of Safet~•, pn Factor of tiatet . H'et <br />~-ill) 1.8i I,(il <br />7+07 _'.dU ~ <br />I2-110 ., .16 <br />.,. .... I.8_ 1.~7 <br />\\'c an:dyieJ the cut side of the roadway at the same cross sections discussed ahove, these <br />analyses ;ve shown helo,~. I he blue d;+shed line represents the picannetric line, ur the line of the <br />assumed wmer table. 1 he dashed line ;+buce the cross section is the pre-construction ground <br />arct;+ce. <br />I I TRAUTN E R TIN ~~~ ~ ~d: <br />A OI VItiION OF TNIGONn ~:~ <br />