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�h- RELDBOOK 200 EUGENE DIETZGEN CO. 7 DRAWING MATERIALS, MATHEMATICAL and C./'F`� ///��1i�e�/ 4��/J' t✓�rr�/'r SURVEYING.INSTRUMENTS Chicago New York San Francisco New Orleans Pittsburg Toronto Distances from Center of Roadway for Cross-Sectioning 1 Roadway 16 feet wide. Side Slopes I on 1. For Single Track Embankment. H 0 I .1 .2 1 .3 I .4 I .5 .6 I .7 1 .8 I .9 H 'G0 8.0 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 0 g�°d3 z_- 1 1 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 1 2 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 2 ✓ 3 11.0 11.1 11.2 11.3 11.4 11.5 .11.6 11.7 11.8 11.9 3 4 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 a 13.01$;1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 5 6 14.8 14`a 4.2 14.3 14.4 14.5 14.6 14.7 14.8 14.9 6 q 7 15.0 16.1 5.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9 7 � 8 16.0 18:1 16,2.'36.3 16.4 16.5 16.6 16.7 16.8 16.9 8 S 2 1? 17.Q 17.1 17.2 17,3 17.4 17.5 17.6 17.7 17.8 17.9 9 7 �� d 18.0 18.1 18.2 18.3 18.4 18.5 181 18.7 18.8 18.9 10 19.3 19.4 19.5 19.6 19.7 19.8 19.9 11 3 4` 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 12 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 13 15 23.0 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23.9 i14 15 .,' 7 16 24.0 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24.9 16 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 17 18 26.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 18 19 127.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 /y' 20 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 20 /c 21 29.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.9 21 }, -Z °�� V✓ 1 22. 30.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 30.9 22 t p S3 4 1 •23 81.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 31.8 31.9 23 - d 32.0 32.1 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 2 6 28 J L ' }� 25•' 83.0 33.1 33.2 33.3 33.4 33. 33.6 33.7 33.8 33.9 25 34,6 34.1 34.2 34.3 34.4 $415 34.6 34.7 34.8 34.9 '26 o S h 1 35.0 35.1 35.2 35.3 35.4 35.5 35.6 35.7 35.8 35.9 27 L ✓ ' % r' 36.0 36.1 36.2 36.3 36.4 36.5 36.6 36.7 36.8 36.9 28 29` 37.0 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 37.9 29 30' 38.0 38.1 38.2 38.3 38.4 38.5 38.6 38.7 38.8 38.9 30 81 39.0 39.1 39.2 39.3 39.4 39.5 39.6 39.7 39.8 39.9 31 32 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 32 X33 41.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 41.8 41.9 33 `L 34 A2.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42.9 34 qjy ° 85 43.0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 35 911 1-4 z j G y 38 144.0 44.1 44.2 44.3 44.4 44.5 44.6 44.7 44.8 44.9 36 - 37 45 0 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 37 ' 38 46.0 46.1 46.2 46.3 46.4 46.5 46.6 46.7 46.8 46.9 38 39 47,0'147.1 47,:2 47.3 47.4 47.5 47.6 47.7 47.8 47.9 399 `l 40 ,4$,0 48.1 4$.2 48.3 48.4 48.5 48.6 48.7 48.8 48.9 40 1 n 6 6 7 R=mple oint is 22.6 ft.above grade,how far should it be from center line to bS a slope aA point? Ans.from Table 30.6. For same slopes but other widths I of roadbed,cof t abbove figures by one-half difference in width of roadbed;thus in I slample above,for 20 ft.roadbed distance will be 30.6 -(20-16)+2 or 2 ft.added to �,y 80.8=�2.6. For slopes of Ion 1%see inside of back cover. m 141 Copyright,1914,by Eugene Dietagen Co.