General Information
Project Type
| Function / usage: |
Road bridge |
|---|---|
| Structure: |
Box girder bridge |
| Material: |
Prestressed concrete bridge |
| Structure: |
Haunched girder bridge |
| Construction method: |
In-situ casting on falsework Balanced cantilever method |
Location
| Location: |
Sablons, Isère (38), Auvergne-Rhône-Alpes, France Salaise-sur-Sanne, Isère (38), Auvergne-Rhône-Alpes, France |
|---|---|
| Crosses: |
|
| Coordinates: | 45° 20' 24.83" N 4° 47' 8.07" E |
Technical Information
Dimensions
| total length | 174.50 m | |
| span lengths | 81.50 m - 95 m | |
| number of spans | 2 | |
| bridge surface | 1 412 m² | |
| deck | deck width | 8 m |
| web thickness | 0.36 m | |
| thickness of bottom flange | 0.18 - 1.00 m |
Quantities
| deck | concrete volume | 1 050 m³ |
| prestressing steel | 58 kg/m³ | |
| reinforcing steel | 73.5 kg/m³ |
Cost
| cost of construction | French Franc 2 797 000 |
Materials
| deck |
prestressed concrete
|
|---|
Participants
Owner
Client
Design
Structural engineering
Contractor
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- Aménagement de la chute du Péage de Roussillon - Ponts du CD4 et de la RN519. In: Bulletin annuel AFPC ( 1975), pp. 113-120.
- About this
data sheet - Structure-ID
20019970 - Published on:
12/03/2006 - Last updated on:
05/02/2016
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