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(2� <br />FROM CENTER ROADWAY FOR / <br />DISTANCES OF <br />CR055•SEGTlON1NG. <br />Roadway 16 feet wide. Side Slopes 1 on 1,s%l% c <br />For Single Track Embankment. <br />H (� <br />0 .1 <br />( .2 <br />.3 I .4 <br />.5 <br />:0 <br />.7 .8 ( <br />.9 <br />H <br />0 <br />'8.0 8.2 <br />8.3 <br />8.5 8.6 <br />8.8 <br />8.9 <br />9.1 9.2 <br />9.4 <br />0 <br />1 <br />9.5 9:7 <br />9.8 <br />10.0 10.1 <br />10.3 <br />10.4 <br />10.6 10.7 <br />10.9 <br />1 <br />2 <br />11.0 11.2 <br />11.3 <br />11.5 11.6 <br />11.8 <br />11.9 <br />12.1 12.2 <br />12.4 <br />2. <br />3 <br />12.5 12.7 <br />12.8 <br />13.0 13.1 <br />13.3 <br />13.4 <br />13.6 13.7 <br />13.9 <br />3 <br />4 <br />14.0 14.2 <br />14.3 <br />14.5 14.6 <br />14.8 <br />14.9 <br />15.1 15.2 <br />15.4 <br />4 <br />5 <br />15.5 15.7 <br />15.8 <br />10.0 16.1 <br />16.3. <br />16.4 <br />16.6 16.7 <br />16.9 <br />5 <br />• 6 <br />17.0 17.2 <br />17.3 <br />17.5 17.6 <br />17.81 <br />17.9 <br />18.1 18.2 <br />18.4 <br />6 <br />7 <br />18.5 18.7 <br />18.8 <br />19.0 19.1 <br />19.3 <br />19.4 <br />19.6 19.7 <br />19.9 <br />7 <br />8 <br />20.0 20.2 <br />20.3 <br />20.5 20.6 <br />20.8 <br />20.9 <br />21.1 21.2 <br />21.4 <br />8 <br />9 <br />21.5 21.7 <br />21.8 <br />22.0 22.1 <br />22.3 <br />22.4 <br />22.6 22.7 <br />22.9 <br />9 <br />10 <br />23.0 23.2 <br />23.3 <br />23.5 23.6 <br />23.8 <br />23.9 <br />24.1 24.2 <br />24.4 <br />10 <br />11 <br />24.5 24.7 <br />24.8 <br />25.0 25.1 <br />25.3 <br />25.4 <br />25.6 25.7 <br />25.9 <br />11 <br />12 <br />26.0 26.2 <br />26.3 <br />26.5 26.6 <br />26.8 <br />26.9 <br />27.1 27.2 <br />27.4 <br />12 <br />13 <br />27.5 27.7 <br />27.8 <br />28.0 28.1 <br />28.3 <br />28A <br />28.6 28.7 <br />28.9 <br />13 <br />14 <br />29.0 29.2 <br />29.3 <br />29.5 29.6 <br />29.8 <br />29.9 <br />30.1 30.2 <br />30.4 <br />14 <br />15 <br />30.5 30.7 <br />30.8 <br />31.0 31.1 <br />31.3 <br />31.4 <br />31.6 31.7 <br />31.9 <br />15 <br />16 <br />32.0 32:2 <br />32.3 <br />32.5 32.6 <br />32.8 <br />32.9 <br />33.1 33.2 <br />33.4 <br />1 G <br />17 <br />33.5 33.7 <br />33.8 <br />34.0 34.1 <br />34.3 <br />34.4 <br />34.6 34.7 <br />34.9 <br />17 <br />18 <br />35.0 35.2 <br />35.3 <br />35.5 35.6 <br />35.8 <br />35.9 <br />36.1 36.2 <br />36.4 <br />18 <br />19 <br />36.5 36.7 <br />36.8 <br />37.0 37.1 <br />37.3 <br />37.4 <br />37.6 37.7 <br />37.9 <br />19, <br />20 <br />38.0 .38.2 <br />38.3 <br />38.5 38.6 <br />38.8 <br />33.9 <br />39.1 39.2 <br />39.4 <br />20 <br />21 <br />39.5 39.7 <br />39.8 <br />40.0 40.1 <br />40.3 <br />40.4 <br />40.G 40.7 <br />40.9 <br />21 <br />22 <br />410 41.2 <br />41.3 <br />'41.5 41.6 <br />41.8 <br />41.9 <br />42.1 42.2 <br />42.4 <br />22 <br />23 <br />42.7 <br />42.8 <br />43.0 43.1 <br />43.3 <br />43.4 <br />43.6 43.7 <br />43.9 <br />23 <br />24 <br />142:5 <br />44:0 44.2 <br />44.3 <br />44.5 44.6 <br />44.8 <br />44.9 <br />45.1 45.2 <br />45.4 <br />.24 <br />25. <br />45,5 45.7 <br />•45.8 <br />46.0 46.1 <br />46.3 <br />46.4 <br />46.6 46.7 <br />46.9 <br />25 <br />26 <br />47.'o 47.2 <br />47.3 <br />47.5 47.6 <br />47.8 <br />47.9 <br />48.1 48.2 <br />48.4 <br />26 <br />27 <br />'48.5 48.7 <br />48.8-149.0 <br />49.1 <br />49.3 <br />49.4 <br />49.6 49.7 <br />49.9 <br />27 <br />28 <br />50.0, 50.2 <br />50.3 <br />'50.5 50.6 <br />50.8 <br />50.9 <br />51.1 51.2 <br />51.4 <br />28' <br />29 <br />51.5 51.7 <br />51.8 <br />52.0 52.1 <br />52.3 <br />52.4 <br />52.6 52.7 <br />52.9 <br />29 <br />30 <br />53.0 53.2 <br />53.3 <br />53.5 53:6 <br />53.8 <br />53.9 <br />54.1 54.2 <br />54.4 <br />30 <br />31 <br />54.5 54.7 <br />54.8 <br />55.0 55.1 <br />55.3 <br />55.4 <br />55.6 55.7 <br />55.9 <br />32 <br />56.0 56.2 <br />56.3, <br />56.5 56.6 <br />56.8 <br />56.9 <br />57.1 57.2 <br />57.4 <br />32 <br />33 <br />57.5- '57:7' <br />57.8 <br />58.0 58.1 <br />58.3 <br />58.4 <br />58.6 58.7 <br />58.9 <br />131 <br />33 <br />34 <br />1 59.0 59.2 <br />59.3 <br />"59.5 59.6 <br />59.8 <br />59.9 <br />60.1 60.2 <br />60.4 <br />34 <br />35 <br />60.5 60.7 <br />60.8 <br />61.0 61.1 <br />61.3 <br />61.4 <br />61.6 61.7 <br />61.9 <br />35 <br />36 <br />162.0 62.2 <br />62.3 <br />62.5 62.6 <br />62.8 <br />62.9 <br />63.1 63.2 <br />63.4 <br />36 <br />87 <br />63.5 63.7 <br />63.8 <br />64.0 64.1 <br />64.3 <br />64.4 <br />64.6 64.7 <br />64.9 <br />37 <br />38 <br />65.0 65.2 <br />65.3 <br />65.5 65.6 <br />65.8 <br />65.9 <br />66.1 66.2 <br />66.4 <br />38. <br />39 <br />66.5 66.7 <br />66.8 <br />67.0 67.1 <br />67.3 <br />67.4 <br />67.6 67.7 <br />67.9 <br />39 <br />40 <br />68.0 68.2 <br />1 <br />68.3 <br />68.5 68.6 <br />68.8 <br />68.9 <br />69.1 69.2 <br />69.4 <br />40 <br />Example --If point is 22.6 ft. above grade, howfar should it be from center line to <br />be a slope stake point? Ana. from Table 41.9. For same slopes but other widths of <br />roadbed correct above figures by one-balf difference in width of roadbed; thus in example <br />above for 20 ft. roadbed distance will be 41.9-}(20-16)+2 or 2 it. added to 41.9 =43.9. <br />For slopes of 1 on 1 see inside of front cover. <br />MADE IN U.i A. <br />