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L� <br />EUGENE <br />DIETZGEN" CO. <br />DRAWING <br />MATERIALS, MATHEMATICAL and <br />SURVEYING LNSTRUMENT5 <br />Chicago New York San Francisco <br />New <br />Orleans .Pittsburg 'Toronto <br />Distances from <br />Center of Roadway for Cross <br />-Sectioning <br />Roadway 16 feet <br />wide. <br />Side Slopes t <br />on 1. <br />For <br />Single Track Embankment. <br />H I 0 <br />J. .1 <br />1 .2 <br />.3 I <br />.4 I. <br />.5 <br />.6 <br />" .7 <br />0 <br />8.0 <br />8.1 <br />8.2. <br />8.3 <br />8.4 <br />8.5 <br />8.6 <br />8.7 <br />8.8 <br />8.9 <br />0 <br />1 <br />9.0 <br />9.1 <br />9.2 <br />9:3 <br />9.4 <br />9.5 <br />. 9.6 <br />9.7 <br />9.8 <br />9.9 <br />1 <br />2 <br />10.0 <br />10.1 <br />10.2 <br />10.3 <br />10.4 <br />10.5 <br />10.6 <br />10.7 <br />10.8 <br />10.9 <br />2 <br />3 <br />11.0 <br />11.1 <br />11.2 <br />11.3 <br />11.4 <br />11.5 <br />11.6 <br />11.7' <br />11.8 <br />11.9 <br />3 <br />4 <br />12.0 <br />12.1 <br />12.2 <br />12.3 <br />12.4 <br />12:5 <br />12.6 <br />12.7 <br />12.8- <br />12.9 <br />4 <br />5 <br />13.0 <br />'13.1 <br />13.2 <br />13.3 <br />13.4 <br />13.5 <br />13.6 <br />13.7 <br />13.S <br />13.9 <br />5 <br />6' <br />14.0 <br />14.1 <br />14.2 <br />14.3 <br />14.4 <br />14.5 <br />14.6 <br />14.7 <br />14.8 <br />14.9 <br />6 <br />7 <br />1.5.0 <br />15.1 <br />15.2 <br />15.3 <br />15.14 <br />15.5 <br />15.6 <br />15.7 <br />15.8 <br />15.9 <br />7, <br />8 <br />16.0 <br />16.1 <br />16.2 <br />16.3 <br />16.4 <br />16.5 <br />16.6 <br />16.7 <br />16.8 <br />16.9 <br />8 " <br />9 <br />17.0 <br />.1.7.1 <br />17.2 <br />17.3 <br />17.4 <br />17.5 <br />17.6 <br />17.7 <br />17.8 <br />17.9 <br />9 <br />10 <br />18.0 <br />18.1 <br />18.2 <br />18.3 <br />18.4 <br />18.5 <br />18.6 <br />18.7 <br />18.8 <br />18.9 <br />10 <br />11 <br />19.0 <br />19.1 <br />19.2 <br />19.3 <br />19.4 <br />19.5 <br />19.6 <br />19.7 <br />19.8• <br />19:9 <br />11 <br />12 <br />20.0 <br />20.1 <br />20.2 <br />20.3 <br />20.4 <br />20.5 <br />20.6 <br />20.7 <br />20.8 <br />20:9 <br />12 <br />13 <br />21.0 <br />21.1 <br />21.2 <br />21.3 <br />21.4 <br />21.5 <br />21.6 <br />21.7 <br />21.8 <br />21.9 <br />13 <br />14 <br />22.0 <br />22.1 <br />22.2 <br />22.3 <br />22.4 <br />22.5 <br />22.6 <br />22.7 <br />22.8 <br />22.9 <br />14 <br />15 <br />23.0 <br />23.1 <br />23.2 <br />23.3 <br />23.4 <br />23.5 <br />23.6 <br />23.7 <br />23.8 <br />23.9 <br />15 <br />16 <br />24.0 <br />24.1 <br />24.2 <br />24.3 <br />24.4 <br />24.5 <br />24.6 <br />24.7 <br />24.8 .24.9 <br />16 <br />17 <br />25.0 <br />25.1 <br />25.2 <br />25.3 <br />25.4 <br />25.5 <br />25.6 <br />25.7 <br />25.8 <br />25.9 <br />17 <br />18 <br />26.0 <br />26.1 <br />26.2 <br />26.3' 26.4 <br />26.5 <br />26.6 <br />26.7 <br />26.8 <br />:26:9 <br />18" <br />19' <br />27.0 <br />27.1 <br />27.2 <br />27.3 <br />27.4 <br />27.5 <br />27.6 <br />27.7 <br />27.8 <br />2T.9 <br />19 <br />20 <br />28.0 <br />28.1 <br />28.2 <br />28.3 <br />28.4 <br />28.5 <br />28.i$ <br />28.7 <br />.28.8 <br />28.9 <br />20 <br />21 <br />29.0. <br />29.1 <br />29.2 <br />29.3 <br />29.4 <br />29.5 <br />29.6 <br />29.7 <br />29.8 <br />29.9 <br />21 <br />22 <br />30.0 <br />30.1 <br />.30.2 <br />30.3 <br />30.4 <br />30.5 <br />30.6 <br />30.7 <br />30.8 <br />30.9 <br />22 <br />23 <br />`31.0 <br />31.1 <br />31.2 <br />31.3 <br />31.4 <br />31.5 <br />31.6 <br />31.7 <br />31.8 <br />31.9 <br />23 <br />24' <br />32.0 <br />32.1 <br />32.2 <br />32.3 <br />32.4 <br />32.5 <br />32.6 <br />32.7 <br />32.8 <br />32.9 <br />24' <br />25 <br />33.0 <br />33.1 <br />33.2 <br />33.3 <br />33.4 <br />33.5 <br />33:6 <br />33.7 <br />33.8 <br />33.9 <br />25 <br />26 <br />34.0 <br />34.1 '34.2 <br />34.3 <br />34.4 <br />34.5 <br />34.6 <br />34.7 <br />US! <br />34.9 <br />26 <br />27 <br />35.0 <br />35.1 <br />35.2 <br />35.3 <br />35.4 <br />35:5 <br />35:6 <br />35.7 <br />35.3 <br />35.9 <br />27 <br />28 <br />36.0 <br />.36.1 <br />36.2 <br />36.3 <br />36.4 <br />36.5 <br />.36.6 <br />36.7 <br />36.8 <br />36.9 <br />28 <br />29 <br />37.0 <br />37.1 <br />37,2 <br />37:3 <br />37.4 <br />37.5 <br />37.6 <br />37.7. <br />37:8 <br />37.9 <br />29 <br />30 <br />38.0 <br />38.1 <br />38.2 <br />38.3 <br />38.4 <br />38.5 <br />38.6 <br />38.7 <br />38.8- <br />'38.9 <br />30. <br />31 <br />39.0 <br />39.1 <br />39.2 <br />39.3 <br />-39.4 <br />39.5 <br />39.6 <br />39.7 <br />39.8 <br />39.9 <br />31 <br />32 <br />40.0 <br />40.1 <br />40.2 <br />40.3 <br />40.4 <br />40.5 <br />40.6 <br />40.7 <br />40.8 <br />40.9 <br />32 <br />33' <br />41.0 <br />41.1 <br />.41.2 <br />41.3 <br />41.4 <br />41.5 <br />41.6 <br />41.7 <br />41.8 <br />41.9 <br />33 <br />34 <br />42.0 <br />42.1 <br />42.2 <br />42.3 <br />42.4 <br />42.5 <br />42.6 <br />42.7 " <br />42.8 <br />42.9 <br />34 <br />35 <br />43.0 <br />43.1 <br />43.2 <br />43.3 <br />43.4 <br />43.5 <br />43.6 <br />43.7 <br />43.8 <br />43.9 <br />35 <br />36 <br />44.0 <br />44.1 <br />44.2 <br />44.3 <br />44.4 <br />44.5 <br />44.6 <br />44.7 <br />44.8 <br />44.9, <br />36 <br />37 <br />45.0 <br />45-1 <br />45.2 <br />45.3 <br />45.4 <br />45.5 <br />45.6 <br />45.7 <br />45.8 <br />45.9 <br />37 <br />38 <br />46.0 <br />46.1 <br />46.2 <br />46.3 <br />46.4 <br />46.5 <br />46.6 <br />46.7 <br />46.8 <br />46.9 <br />38 <br />39 <br />47.0 <br />47.1 <br />47.2 <br />47.3 <br />47.4 <br />47.5 <br />47.6 <br />47.7 <br />47.8 <br />47.9 <br />39 <br />40 <br />48.0 <br />48.1 <br />48.2 <br />48.3 <br />48.4 <br />48.5' <br />48.6' <br />48.7 <br />4R.8 <br />48.9 <br />11 40 <br />Example -If point is 22.6 ft. above grade, how far should <br />it he from venter line <br />to be <br />n slope stake point? <br />Ans. from <br />Table 3D.S. <br />For same slopes but <br />other <br />widths <br />of roadbed, <br />correct above figures by <br />one-half <br />difference in width of roadbed: thus in <br />-iample above, for 20 ft. roadbed distanco <br />-will be <br />30.f)+(20-16) -2 or 2 ft. added to <br />WX =32.6. <br />For slopes of 1 on 1"see <br />inside of back cover. <br />Copyright, 1614, by Eugene Dietzgen Co. <br />L� <br />