General Information
| Completion: | 1970 |
|---|---|
| Status: | in use |
Project Type
| Function / usage: |
Road bridge |
|---|---|
| Material: |
Prestressed concrete bridge |
| Construction method: |
original configuration: Balanced cantilever method |
| Structure: |
original configuration: Box girder bridge original configuration: Haunched girder bridge current configuration: Single-span two-pylon cable-stayed bridge |
Location
Technical Information
Dimensions
| main span | 138 m |
Materials
| deck |
prestressed concrete
|
|---|
Chronology
| 2002 — 2003 | Strengthening of the original cantilever box girder bridge by addition of pylons and cable-stays to extend the service life at least until 2025. |
|---|
Participants
Reconfiguration (2002-2003)
Owner
Design
Contractor
Subcontractor
Stay cables
Stay cable steel supplier
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1998): Assessment and strengthening of two cantilever-type concrete bridges. Presented at: IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998, pp. 293-298.
- (2003): Raising expectations: a cantilever bridge becomes a cable-stayed crossing. In: Bridge Design & Engineering, v. 9, n. 30 (1st Quarter 2003), pp. 31-32.
- About this
data sheet - Structure-ID
20009226 - Published on:
05/05/2003 - Last updated on:
05/02/2016
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