General Information
Project Type
| Structure: |
Half-through arch bridge |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Steel-concrete hybrid bridge Structurae Plus/Pro - Subscribe Now! |
| Construction method: |
arches: Cantilever construction using temporary cable-stays deck of approach viaduct: Balanced cantilever method |
Awards and Distinctions
| 2018 |
for registered users |
|---|
Location
| Location: |
Amakusa, Kumamoto, Japan Uto, Kumamoto, Japan |
|---|---|
| Next to: |
Tenmon Bridge (1966)
|
| Coordinates: | 32° 36' 43.41" N 130° 27' 32.19" E |
Technical Information
Dimensions
| total length | 465.00 m | |
| span lengths | 51.00 m - 348.00 m - 56.00 m | |
| number of spans | 3 | |
| arches | arch span | 348.00 m |
Materials
| piers |
reinforced concrete
|
|---|---|
| deck of main span |
steel
|
| arches |
steel
|
| deck of approach viaduct |
prestressed concrete
|
| abutments |
reinforced concrete
|
Participants
Relevant Web Sites
- About this
data sheet - Structure-ID
20080040 - Published on:
08/09/2020 - Last updated on:
08/09/2020
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