General Information
| Completion: | March 2003 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Through truss bridge |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Steel-prestressed concrete composite bridge |
| Construction method: |
Balanced cantilever method |
| Structure: |
Warren type truss bridge |
| Material: |
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Location
Technical Information
Dimensions
| total length | 268 m | |
| span lengths | 51.85 m - 2 x 85.0 m - 43.85 m | |
| number of spans | 4 | |
| deck | deck depth | 6.200 m |
| deck width | 11.15 m | |
| upper deck | roadway / carriageway width | 10.500 m |
Materials
| piers |
reinforced concrete
|
|---|---|
| deck slab |
prestressed concrete
|
| abutments |
reinforced concrete
|
| bottom flange |
prestressed concrete
|
| diagonals (truss) |
steel
|
Participants
Contractor
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2004): Design and Construction of the first composite truss bridge in Japan: Kinokawa Viaduct, Wakayama, Japan. Presented at: fib Symposium 2004, 26-28 April 2004, Avignon, pp. 250-251.
- About this
data sheet - Structure-ID
20038981 - Published on:
11/08/2008 - Last updated on:
12/09/2021
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