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D15TANCLS FROM CENTER OF ROADWAY FOR <br /> CROSS SECTIONING. <br /> Roadway 16 feet wide. Side Slopes 1 on 1 <br /> . For Single Track Embankment. <br /> H O 0 ( .l 2 .3 I .4 .6 .6 I .7 I .8 ( .9 H <br /> 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 <br /> t z 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1 <br /> - 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 12 12.4 2. <br /> 8' 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.9 3 <br /> 4 14.0 14.2 14.3 14 .5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> 515.5 15.7 15.8 16.0 16.1 16.3. 16.4 16.6 16.7 16.9 5 <br /> { 6 17.0 17.2 17.3 17.5 17.6 17.81 17.9 18.1 18.2 18.4 6 <br /> 7 z 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 <br /> s 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 4 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25.9 11 <br /> 12 26.0 88.8 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 <br /> 13. 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> - - - 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 30.2 30.4 14 <br /> 15 $0.5 30.730.8 31.0 31.1 31.3 31.4 31.6 31.7 31.9 15 <br /> 16 82.0 32.2 82.3 $2.5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> 17 33.5 33.7 53.8 34.0 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> ,f s 18 $5.0 35.2 85.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 <br /> 19 $6.5 36.7 $6.8 87.0 37.1 37.3 37.4 37.6 37.7 37.9 19 <br /> =- 20 88.0 38.8 38.3 38.5 38.6 38.8 33.9 39.1 39.2 39.4 20 <br /> 21 89.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 ' <br /> 22 41.0 41.2 41.8 41.5 41.6 41.8 41.9 42:1 42.2 42.4' 22 <br /> 23 42.5 42.7 .42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 23 <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 .24 <br /> } 25. 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 26 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> i I 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> 28 50,0 50.2 50.3 50.5 50.6 50.8 50.9 51.E 61.2 b1.4 28 <br /> 29 51:5 51.7. 61.8 52.0 52.1 52.3 52.4 5TA 52.7 52.9: 2 <br /> i; 30 53.0 53.2 53.8 53.5 53.6 53.8 53.9 54.1 54.2 54.4 <br /> 31 64.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 <br /> �. 32 56.0 56.2 56.3 56.5 56.6 56.8 58.9 57-1 57.2 57.4 <br /> i 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 68.6 58.7 58.9 <br /> ? 84 59.0 59.2 50.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 <br /> F , 86 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 63.2 63.4131 <br /> �- 87 83.8 63.7 83.8 64.0 64.1 64.3 64.4 64.6 '64.7 64.9 <br /> 38 65.0 65.2 65.8 65.5 65.6 65.8 65.9 66.1 66.2 66.4 <br /> j z t 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 <br /> 40 .68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69.2 69.4 <br /> Blemplr-If point is 22.6 ft.above grade,how far should it be from center line <br /> be a slope etslce poiott An*.from Table 41.9. For same slopes but other widths <br /> O roadbed oorreat above figures by one-half difference in width of roadbed;thus in eum <br /> � of l an sled distance <br /> t <br /> will be <br /> ( 16)t2 or 2 ft added to 41.9 d1 <br /> .,a..4 MADE IN . <br /> I <br /> • <br /> i <br />