General Information
| Completion: | 1996 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Deck arch bridge |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Reinforced concrete bridge |
| Plan view: |
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| Construction method: |
Cantilever construction using temporary cable-stays |
| Material: |
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Location
Technical Information
Dimensions
| total length | 270.000 m | |
| number of lanes | 2 | |
| roadway / carriageway width | min. 7.250 m | |
| walkway width | 2.500 m | |
| abutments | number | 2 |
| arch | width | 8.00 - 9.00 m |
| rise | 27.500 m | |
| arch span | 180.000 m | |
| thickness | 3.000 - 4.000 m | |
| number of cells | 1 | |
| deck | deck depth | 1.500 m |
| span lengths | 3 x 16.800 m - 15.00 m - 3 x 16.00 m - 8.00 m - 24.00 m - 32.00 m - 3 x 16.00 m - 15.000 m - 2 x 14.200 m | |
| deck width | 10.750 - 16.361 m | |
| on-center distance between girders | 5.350 m | |
| girder width | 1.000 m | |
| number of longitudinal girders | 2 |
Materials
| 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
Relevant Publications
- (1995): 青葉大橋の施工-鉄筋コンクリート固定アーチ橋 (Construction of the Aoba Bridge). In: Concrete Journal (JCI), v. 33, n. 10 ( 1995), pp. 30-36.
- About this
data sheet - Structure-ID
20052876 - Published on:
10/02/2010 - Last updated on:
19/09/2023
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