J I X 



KEUFFEL & ESSER CO. 



DRAWING MATERIALS 



SURVEYING INSTRUMENTS. 

 NEW YORK. 



CHICAGO. ST. LOUIS. SAN FRANCISCO. MONTREAL. 



Tables for Excavations and Embankments. 



DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. 

 Roadway 18 feet wide. Side Slopes. 1 to 1. 

 For Single Track Excavation. 



** Copyright, 1895, by Keuffel <fe Esser Co." 





0 



.1 





.4 



A 



.5 j 



a 

 .O 



- .7 



.8 



.9 





o 



Q 0 



9 1 



9.2 



9.3. 



9.4 



9.5 



9 6 



9.7 



9 8 



o q 



n 



V7 



1 



x 



10 0 



X\J .\J 



10 1 



X V / • X 



10 2 



10.3 



10.4 



10.5 



10 6 



10 7 



10 8 



10 9 



I 



X 



o 

 *j 



11 0 



A. X ,\J 



11 1 



X X • X 



11 2 



XX. 



11.3 



11.4 



11.5 



11 6 



X X > \J 



11 7 



X X . 1 



11 8 



X X • C_7 



11 9 



x x • «y 



2 



o 



1? 0 



12 1 



X £U • X 



12.2 



12.3 



12.4 



12.5 



12.6 



12.7 



12.8 



12.9 



3 



4 



13 0 



13 1 



X O • X 



13^2 



13.3 



13.4 



13.5 



13.6 



13.7 



13.8 



13.9 



4 



K 



14 0 



14 1 



X JL • X 



14.2 



14.3 



14.4 



14.5 



14.6 



14.7 



14.8 



14.9 



5 





15 0 



15 1 



X tJ • X 



15.2 



15.3 



15.4 



15.5 



15.6 



15.7 



15.8 



15.9 



6 



7 



16 0 



16 1 



X VJ • x 



16.2 



16.3 



16.4 



16.5 



16.6 



16.7 



16.8 



16.9 



7 



o 



17 0 



XI • \J 



17.1 



17.2 



17.3 



17.4 



17.5 



17.6 



17.7 



17.8 



17.9 



8 



Q 



18 0 



18 1 



18.2 



18.3 



18.4 



18.5 



18.6 



18.7 



18.8 



18.9 



9 



10 



J- V7 



19 0 



19 1 



X <[/ • x 



19.2 



19.3 



19.4 



19.5 



19.6 



19.7 



19.8 



19.9 



10 



11 

 X X 



20 0 



20 1 



20.2 



20.3 



20.4 



20.5 



20.6 



20.7 



20.8 



20.9 



11 



12 



21.0 



21.1 



21.2 



21.3 



21.4 



21.5 



21.6 



21.7 



21.8 



21.9 



12 



13 



22.0 



22.1 



22.2 



22.3 



22.4 



22.5 



22.6 



22.7 



22.8 



22.9 



13 



14 



23.0 



23.1 



23.2- 



23.3 



23.4 



23.5 



23.6 



23.7 



23.8 



23.9 



14 



15 



24.0 



24.1 



24.2 



24.3 



24.4 



24.5 



24.6 



24.7 



24.8 



24.9 



15 



16 



25.0 



25.1 



25.2 



25.3 



25.4 



25.5 



25.6 



25.7 



25.8 



25.9 



16 



17 



26.0 



26.1 



26.2 



26.3 



26.4 



26.5 



26.6 



26.7 



26.8 



26.9 



17 



18 



27.0 



27.1 



27.2 



27.3 



27.4 



27.5 



27.6 



27.7 



27.8 



27.9 



18 



19 



28.0 



28.1 



28.2 



28.3 



28.4 



28.5 



28.6 



28.7 



28.8 



28.9 



19 



20 



29.0 



29.1 



29.2 



29.3 



29.4 



29.5 



29.6 



29.7 



29.8 



29.9 



20 



21 



30.0 



30.1 



30.2 



30.3 



30.4 



30.5 



30.6 



30.7 



30.8 



30.9 



21 



22 



31.0 



31.1 



31.2 



31.3 



31.4 



31.5 



31.6 



31.7 



31.8 



31.9 



22 



23 



32.0 



32.1 



32.2 



32.3 



32.4 



32.5 



32.6 



32.7 



32.8 



32.9 



23 



24 



33.0 



33.1 



33.2 



33.3 



33.4 



33.5 



33.6 



33.7 



33.8 



33.9 



24 



25 



34.0 



34.1 



34.2 



34.3 



34.4 



34.5 



34.6 



34.7 



34.8 



34.9 



25 



26 



35.0 



35.1 



35.2 



35.3 



35.4 



35.5 



35.6 



35.7 



35.8 



35.9 



26 



27 



36.0 



36.1 



36.2 



36.3 



36.4 



36.5 



36.6 



36.7 



36.8 



36.9 



27 



28 



37.0 



37.1 



37.2 



37.3 



37.4 



37.5 



37.6 



37.7 



37.8 



37.9 



28 



29 



38.0 



38.1 



38.2 



38.3 



38.4 



38.5 



38.6 



38.7 



38.8 



38.9 



29 



30 



39.0 



39.1 



39.2 



39.3 



39.4 



39.5 



39.6 



39.7 



39.8 



39.9 



30 



31 



40.0 



40.1 



40.2 



40J5 



40.4 



40.5 



40.6 



40.7 



40.8 



40.9 



31 



32 



41.0 



41.1 



41.2 



41.3 



41.4 



41.5 



41.6 



41.7 



41.8 



41.9 



32 



33 



42.0 



42.1 



42.2 



42.3 



42.4 



42.5 



42.6 



42.7 



42.8 



42.9 



33 



34 



43.0 



43.1 



43.2 



43.3 



43.4 



43.5 



43.6 



43.7 



43.8 



43.9 



34 



35 



44.0 



44.1 



44.2 



44.3 



44.4 



44.5 



44.6 



44.7 



44.8 



44.9 



35 



36 



45.0 



45.1 



45.2 



45.3 



45.4 



45.5 



45.6 



45.7 



45.8 



45.9 



36 



Calculated by Julien A. Hall, M. Am. Soc. C. E. 



For Keith's Railroad Curve Tables see end of book. 



