| 160 | 
ECONOMICS OF BRIDGEWORK | 
Chapter XVIII |   
Table 18c
Résumé of Results of Computations
| Character of Structure | 
Character of Foun- dations | 
Depth of Caisson Footings | 
Economic Span Lengths | 
Remarks |  
 
| Low-Level Combined | 
Sand | 
100' | 
275' | 	
  |  
| Low-Level Combined | 
Sand | 
150' | 
300' | 
Shaft Batter |  
| Low-Level Combined | 
Sand | 
200' | 
325' | 
1" to 1' |  
| Low-Level Combined | 
Sand | 
250' | 
350' | 
  |  
 
| Low-Level D. T. R. R. | 
Sand | 
100' | 
275' | 
  |  
| Low-Level D. T. R. R. | 
Sand | 
150' | 
310' | 
Shaft Batter |  
| Low-Level D. T. R. R. | 
Sand | 
200' | 
360' | 
1" to 1' |  
| Low-Level D. T. R. R. | 
Sand | 
250' | 
430' | 
  |  
 
| High-Level Combined | 
Sand | 
100' | 
275' | 
  |  
| High-Level Combined | 
Sand | 
150' | 
300' | 
Shaft Batter |  
| High-Level Combined | 
Sand | 
200' | 
325' | 
3/4" to 1' |  
| High-Level Combined | 
Sand | 
250' | 
350' | 
  |  
 
| Low-Level Combined | 
Rock | 
50' | 
250' | 
Pneumatic |  
| Low-Level Combined | 
Rock | 
100' | 
300' | 
Caissons |  
 
| Low-Level D. T. R. R. | 
Rock | 
50' | 
275' | 
Pneumatic |  
| Low-Level D. T. R. R. | 
Rock | 
100' | 
325' | 
Caissons |  
 
| High-Level Combined | 
Rock | 
50' | 
300' | 
Pneumatic |  
| High-Level Combined | 
Rock | 
100' | 
350' | 
Caissons |  
 
| Low-Level S. T. R. R. | 
Rock | 
50' | 
250' | 
Pneumatic |  
| Low-Level S. T. R. R. | 
Rock | 
100' | 
300' | 
Caissons |  
 
| High-Level Combined | 
Piles | 
20' | 
175' | 
Pile Piers |  
 
| Low-Level Highway | 
Sand | 
100' | 
300' | 
  |  
| Low-Level Highway | 
Sand | 
150' | 
350' | 
Shaft Batter |  
| Low-Level Highway | 
Sand | 
200' | 
400' | 
1/2" to 1' |  
| Low-Level Highway | 
Sand | 
250' | 
450' | 
  |  
 
| High-Level Highway | 
Sand | 
100' | 
325' | 
  |  
| High-Level Highway | 
Sand | 
150' | 
350' | 
Shaft Batter |  
| High-Level Highway | 
Sand | 
200' | 
375' | 
1/2" to 1' |  
| High-Level Highway | 
Sand | 
250' | 
400' | 
  |  
 
| Low-Level D. T. R. R. | 
Sand | 
100' | 
350' | 
Nickel-Steel |  
| Low-Level D. T. R. R. | 
Sand | 
150' | 
385' | 
Super- |  
| Low-Level D. T. R. R. | 
Sand | 
200' | 
425' | 
Structure |  
| Low-Level D. T. R. R. | 
Sand | 
250' | 
470' | 
  |  
 
| Low-Level D. T. R. R. | 
Sand | 
100' | 
290' | 
  |  
| Low-Level D. T. R. R. | 
Sand | 
150' | 
330' | 
Low-Market |  
| Low-Level D. T. R. R. | 
Sand | 
200' | 
375' | 
Unit-Prices |  
| Low-Level D. T. R. R. | 
Sand | 
250' | 
425' | 
  |  
 
| Low-Level D. T. R. R. | 
Sand | 
100' | 
275' | 
  |  
| Low-Level D. T. R. R. | 
Sand | 
150' | 
325' | 
High-Market |  
| Low-Level D. T. R. R. | 
Sand | 
200' | 
375' | 
Unit-Prices |  
| Low-Level D. T. R. R. | 
Sand | 
250' | 
425' | 
  |  
 
 
These results are recorded graphically in Fig. 18h. 
  
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