General Information
| Completion: | 1981 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Deck arch bridge |
|---|---|
| Material: |
Reinforced concrete bridge |
| Construction method: |
Cantilever construction using temporary cable-stays |
| Material: |
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Location
Technical Information
Dimensions
| total length | 332.500 m | |
| arch | width | 17.800 m |
| arch span | 204 m | |
| thickness | 3.600 - 4.000 m | |
| deck | deck width | 21.90 m |
| temporary works | ||
|---|---|---|
| rock anchors | total length | 4 089 m |
Quantities
| concrete volume | 41 300 m³ | |
| reinforcing steel | 2 150 t | |
| temporary works | ||
|---|---|---|
| arch | structural steel | 1 090 t |
| pylons | structural steel | 121 t |
| stay cables | steel for cable-stays | 690 t |
Materials
| deck |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| arch |
reinforced concrete
|
| abutments |
reinforced concrete
|
| piers on arch |
reinforced concrete
|
Participants
Currently there is no information available about persons or companies having participated in this project.
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1984): Construction of Usagawa long-spanned concrete arch bridge. Presented at: 12th IABSE Congress, Vancouver, BC, Canada, 3-7 September, 1984, pp. 1013-1020.
- (1983): Usagawa Bridge on the Chugoku Expressway (Japan). In: IABSE Structures, v. 7 ( 1983).
- (1982): 流動化コンクリートによる中国自動車道宇佐川橋の施工 (Construction of Usagawa Bridge, Chugoku Expressway, by Use of Superplasticisized Concrete). In: Concrete Journal (JCI), v. 20, n. 10 ( 1982), pp. 42-50.
- About this
data sheet - Structure-ID
20006667 - Published on:
08/11/2002 - Last updated on:
01/02/2018
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