KEUFFEL & ESSER CO. 
DRAWING MATERIALS 
AND 
SURVEYING INSTRUMENTS. 
NEW YORK. 
CHICAGO. ST. LOUIS. SAN FRA NCISCO. MONTREAL. 
TABLES FOR EXCA VATIONS A ND EMBANKMENTS. 
DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. 
Roadway IS feet wide. Side Slopes 1 to 1. 
For Single Track Excavation. 
‘Copyright, 1895, by Keuffel <& Esser Co”. 
1 0 
.1 
9 
• v 
.3 
.4 
.5 
.6 
rv 
, i 
.8 
.9 
0 
9.0 
9.1 
9.2 
9.3 
9.4 
9.5 
9.6 
9.7 
9.8 
9.9 
0 
1 
10.0 
10.1 
10.2 
10.3 
10.4 
10.5 
10.6 
10.7 
10.8 
10.9 
1 
2 
11.0 
11. 1 
11.2 
11.3 
11.4 
11.5 
11.6 
11.7 
11.8 
11.9 
2 
3 
12.0 
12.1 
12.2 
12.3 
12.4 
12.5 
12.6 
12.7 
12.8 
12.9 
3 
4 
13.0 
13.1 
13.2 
13.3 
13.4 
13.5 
13.6 
13.7 
13.8 
13.9 
4 
5 
14.0 
14.1 
14.2 
14.3 
14.4 
14.5 
14.6 
14.7 
14.8 
14.9 
5 
6 
15.0 
15.1 
15.2 
15.3 
15.4 
15.5 
15.6 
15.7 
15.8 
15.9 
6 
7 
16.0 
16.1 
16.2 
16.3 
16.4 
16.5 
16.6 
16.7 
16.8 
16.9 
7 
8 
17.0 
17.1 
17.2 
17.3 
17.4 
17.5 
17.6 
,17.7 
17.8 
17.9 
8 
9 
18.0 
18.1 
18.2 
18.3 
18.4 
18.5 
18.6 
18.7 
18.8 
18.9 
9 
10 
19.0 
19.1 
19.2 
19.3 
19.4 
19.5 
19.6 
19.7 
19.8 
19.9 
10 
11 
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 e 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 
40.3 
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. 
I Nfo.271. 
