General Information
Project Type
| Structure: |
Box girder bridge Haunched girder bridge |
|---|---|
| Function / usage: |
Motorway bridge / freeway bridge |
| Material: |
Prestressed concrete bridge |
| Construction method: |
Balanced cantilever method |
Location
| Location: |
North Jeolla, South Korea |
|---|---|
| Coordinates: | 35° 47' 58.22" N 127° 16' 39.19" E |
Technical Information
Dimensions
| total length | 2 x 1 060 m | |
| main spans | 5 x 170 m | |
| deck | width | 12.600 m |
| eastbound bridge | ||
|---|---|---|
| span lengths | 93 m - 5 x 170 m - 117 m | |
| number of spans | 7 | |
| westbound bridge | ||
| span lengths | 113 m - 5 x 170 m - 97 m | |
| number of spans | 7 | |
Quantities
| concrete volume | 80 000 m³ | |
| prestressing steel | 1 947 t | |
| reinforcing steel | 17 149 t |
Materials
| deck |
prestressed concrete
|
|---|
Participants
Design
- Dong-Il Consulting (foundations)
-
VSL Korea
(bridge)
- Uwe Starossek (designer)
Co-contractor
Prestressing
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2009): Shin Chon Bridge, Korea. In: Structural Engineering International, v. 19, n. 1 (February 2009), pp. 79-84.
- About this
data sheet - Structure-ID
20049504 - Published on:
08/12/2009 - Last updated on:
05/02/2016
Structurae cooperates with
