General Information
Name in local language: | Pont du Roboul |
---|---|
Completion: | 2005 |
Status: | in use |
Project Type
Function / usage: |
Road bridge |
---|---|
Structure: |
Unbraced tied-arch bridge |
Material: |
Steel-reinforced concrete composite bridge |
Support conditions: |
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Plan view: |
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Structure: |
Tied-arch bridge with inclined hangers |
Location
Location: |
Espira-de-l'Agly, Pyrénées-Orientales (66), Occitanie, France |
---|---|
Replaces: |
Roboul Bridge
|
Coordinates: | 42° 47' 52.08" N 2° 50' 57.20" E |
Technical Information
Dimensions
total length | 32 m | |
span | 32 m | |
number of spans | 1 | |
number of lanes | 2 | |
crossing angle | ca. 66° | |
abutments | number | 2 |
arches | height | 6.05 m |
deck | roadway / carriageway width | 10.60 m |
number of longitudinal girders | 2 |
Quantities
structural steel | 95 t | |
concrete volume | 167 m³ | |
reinforcing steel | 27 t |
Materials
arches |
steel
|
---|---|
suspenders |
steel
|
deck slab |
composite steel-reinforced concrete
|
abutments |
reinforced concrete
|
Participants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2024): Bridge hangers as cruciform sections – Advantages and behaviour under wind loading. Presented at: IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024, pp. 1358-1365.
- Intérêt des ponts en arcs métalliques de petite portée. Le franchissement du Roboul dans les Pyrénées Orientales. In: Ouvrages d'art, n. 52 (July 2006), pp. 2-13. (2006):
- Le réglage des suspentes sur chantier. Techniques des arcs auto-ancrés. In: Ouvrages d'art, n. 51 (March 2006), pp. 2-7. (2006):
- About this
data sheet - Structure-ID
20025828 - Published on:
06/01/2007 - Last updated on:
06/05/2024