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Ll <br />LA <br />DIFFERENTIAL SETTLEMENT OF 5% DESIGN SLOPE <br />30 YEAR ESTIMATE <br />140.00- <br />120.00 <br />40.00120.00. - - -'-- ...- ---... - - - --- - --' <br />w <br />Lu 100.00- <br />z <br />= 80.00 __ __. _.--------...-----'-------------- <br />-..,.- - <br />IL - <br />60.00 - - -- _-- _- - -- --- -'---------- -- --- -- ' <br />W <br />N <br />W <br />20.00 <br />0.00 <br />0 25 50 75 100 125 Iso 475 200 .. ..:. ,225 i. <br />STATION IN FEET i <br />1 <br />CLOSURE SLOPE PRIOR TO DIFFERENTIAL SETTLEMENT! <br />CLOSURE SLOPE AFTER 0IFFEREN'TIAL'SETTLEtJ4ENT <br />STATION IN Y DIRECTION: 1+50 <br />STATION <br />X DIRECT. <br />STARTING <br />ELEV <br />FINAL <br />ELEV. . <br />FINAL <br />SLOPE <br />SETTLEMENT <br />70 <br />0 <br />110.00 <br />84.7 <br />3.7% <br />23.0% <br />25 <br />11125 <br />85.6 <br />6--1% <br />23.0% <br />50 <br />112.50 <br />87.2 <br />3.6% <br />22.5% <br />_ 75 <br />113.75 - <br />88`.1 <br />1.5% <br />22.6% <br />100 <br />115.00 <br />8844 <br />- 5.3% <br />- 23.1% <br />125 <br />116.25 <br />89.7 <br />4.1% <br />22.8% <br />150 <br />117.50 <br />90,8° <br />4.1% <br />22.7% <br />175 <br />118.75 <br />91.8 <br />2.0% <br />22.7% <br />200 <br />120.00 <br />92.3 <br />53% <br />23.1YO <br />225 <br />121.25 <br />93.6. <br />6.1 <br />