General Information
| Completion: | 1968 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Cable-stayed bridge with harp system |
|---|---|
| Function / usage: |
Motorway bridge / freeway bridge |
| Material: |
Steel bridge |
| Secondary structure(s): |
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Location
| Location: |
Onomichi, Hiroshima, Japan Mukaishima, Hiroshima, Japan |
|---|---|
| Part of: | |
| Next to: |
Onomichi Bridge
|
| Location description: |
Located on the Onimichi-Imabari Route between Mukaishima and Onomichi. |
| Coordinates: | 34° 24' 35" N 133° 12' 58.28" E |
Technical Information
Dimensions
| total length | 385.0 m | |
| span lengths | 85.0 m - 215.0 m - 85.0 m | |
| number of spans | 3 | |
| deck | deck depth | 3.20 m |
| deck width | 10.40 m | |
| pylon | pylon height | 38.00 m |
Materials
| deck |
steel
|
|---|
Participants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2002): Bridges - Ponts - Brücken. Atrium, Mexico City (Mexico), pp. 88-89.
- (2001): Design and erection of superstructure of Shin-Onomichi Bridge. Presented at: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001, pp. 105-113.
- (1986): Schrägseilbrücken. Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH, Berlin (Germany), pp. 33.
- About this
data sheet - Structure-ID
20001326 - Published on:
18/02/2001 - Last updated on:
30/05/2017
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