General Information
| Completion: | 1980s |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Single-cell box girder bridge |
|---|---|
| Material: |
Prestressed concrete bridge |
| Plan view: |
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| Function / usage: |
Road bridge |
| Construction method: |
Precast segmental construction using launching gantry |
| Material: |
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Location
Technical Information
Dimensions
| total length | 487 m | |
| span lengths | 47.50 m - 6 x 65 m - 47.50 m | |
| number of spans | 8 | |
| horizontal radius of curvature | 350 m | |
| height above valley floor or water | 103 m | |
| piers | height | max. 96.24 m |
| superstructure | girder depth | 3.30 m |
Materials
| superstructure |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Participants
Contractor
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1989): Análisis en teoría de segundo orden de las pilas del viaducto de Cruzul. In: Hormigón y acero, v. 40, n. 171 (2nd Quarter 1989), pp. 35-45.
- (1991): Ultimos puentes construidos por Ferrovial con dovelas prefabricadas. In: Hormigón y acero, v. 42, n. 179 (2nd Quarter 1991), pp. 129-133.
- (1989): Voladizos sucesivos por dovelas prefabricadas. Viaductos de Horta y Cruzul. In: Hormigón y acero, v. 40, n. 170 (1st Quarter 1989), pp. 125-148.
- About this
data sheet - Structure-ID
20076883 - Published on:
23/02/2019 - Last updated on:
23/02/2019
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