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,,3 <br /> DISTANCES FROM CENTER OF ROADWAY FOR ; <br /> CROSS-SECTIONING. ` <br /> Roadway 16 feet wide. Side Slope's 1 on i y. <br /> For Single Track Embankment, <br /> lI 1 0 .1 _I .2 .1 .3 .4 .5 .1 .6 .7 •.8 .9 H <br /> ��_._-../d� V �/lel��I/ / �..� '� .•'. <br /> Z ♦ 0 8.0 8.2 8.3 8.5 183 9.9 0.1; 9.2 9.4 0 <br /> c� 44 <br /> 70- { y, 1 9.5 9.7 9.8 10.0 Yb.l 10.3 104. 106 -1.0.7_'10.9 1 <br /> / v 2 11.0 11.2 -11.3 11.5 .11.6 11.8 119 1211 12.2 12.4 2 <br /> 3 12.E 12.7 12.8 13.0 13.1 13.3 13.4 13:6 13.7 13.9 3 , <br /> _ + o -7 -2 4 14A 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15•.2 15.4 4 <br /> f Q 5 15.5 15.7 15.8 16.0 16.1 16,3°'16.4 16.6 18:7 16.9 5 <br /> Z 6 17.0 .17.2 17.3 17.5 17.6 17 47.9 18:1 18.2' 18.4 6 <br /> 7 18.5 18.7 18.8 19.0 19.1. 19.4' 19.6 19.7 19.9 7 <br /> 1 8 20.0- 20.2 20.3 20.5 20.6' s9. 21.1 21.2. 21.4 .8 <br /> 9 21.5 21.7 21.8 22.0. 22.1, 4 22.6 22:7 22.9 9 <br /> { _ 10 23.0 23.2 23.3 23.5 23.6 24.1 24.2 24.4 14 <br /> 11 24'.5 24.7 24.8 25.0 25.1' , 4 25.6 25.7- 25.9 11 <br /> 12 26.0 26.2 26.3 26.5 26.6 .9 27.1 27.2 27.4 '12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 .4 '48.6 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, X14 <br /> 15 30.5 30.7 30.8. 31.0 31.1 31.3 31.4 31.6 31.7 31.9 15 <br /> 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> 17 33.5 33.7 33.8 34.0 34.1 34.3 34.41 3.4.6 34.7 34.9 17 a <br /> �Z S E" 1$ 35.0 35.2 35.3 35.5 35.6 35.8 35.8 36.1 36 36.4, 18 4,{ <br /> f y^T O 1) 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 37.9 19 <br /> 20 138.0 35.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> 21 139.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 '40.7 40.9 21 <br /> 22 141.0 41.2 41.3 41.5 41.6 41.8 41.9 42,1 42.2 42A 22 <br /> J" 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 48.7 43.9 28 " <br /> /7 / 3 '7 `b 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45,1 45.2 .45.9 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 /> 27 ,48:5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 271 <br /> -r 28 50.0 50.2 50.3 50.5 50.6 50.8 50 9, 51.1 51.2 51.4 28 <br /> ' 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> y < <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 b4.1 <54.2 54.4 80 <br /> 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 572 57.4 82 :•. <br /> qq 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 5916 58.7 58.9, 33 <br /> f J 34 59.0 59.2 59.3 59.5 59.6 59.8 5 .9 60.1 '60.260.4 84 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.4 '61.7 61.9 85 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8' 62.9 63.1 63.2 63.4 3 <br /> ` 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64'.9 8 <br /> � <br /> 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 662 66.4 '88 <br /> I 39 166.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 $9 <br /> 40 68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69.2 69.4 '40 . <br /> � )ample-If point is 22.8 it.above grade,how far should It be atom W <br /> be a slope stake point? Ane.from Table 41.9. For same sl,4 byye�other w18p i of <br /> roadbed correct above figures by one-half difference in width of roadbed•tbus iala <br /> above for 20 ft.roadbed distance will be 41.9}(20-18)+2 or 2 it.added to 41 i. <br /> J For slopes of 1 on 1 see inside of front cover. <br /> MaAs fa Germany. <br /> P <br /> 1 • <br /> f <br />