General Information
| Completion: | 1956 |
|---|---|
| Duration of works: | 5 months |
| Status: | in use |
Project Type
| Structure: |
Rigid frame bridge with inclined legs |
|---|---|
| Function / usage: |
original use: Road bridge current use: Bicycle and pedestrian bridge |
| Material: |
Prestressed concrete bridge |
Location
| Location: |
Opfikon, Zurich, Switzerland |
|---|---|
| Crosses: |
|
| Coordinates: | 47° 25' 35.93" N 8° 34' 25.75" E |
Technical Information
Dimensions
| width | 8.50 m | |
| total length | 38.80 m | |
| span lengths | 7.90 m - 23.00 m - 7.90 m | |
| number of spans | 3 | |
| length between springing axes | 31.00 m | |
| roadway / carriageway width | 5.50 m | |
| walkway width | 2 x 1.70 m |
Quantities
| concrete volume | 200 m³ |
Cost
| cost of construction | Swiss Franc 118 000 | |
| cost of construction per m² | Swiss Franc 342 |
Materials
| deck |
prestressed concrete
|
|---|---|
| abutments |
reinforced concrete
|
| portal legs |
reinforced concrete
|
Participants
Design
- P. Soutter (designer)
Structural engineering
- W. Schalcher (structural engineer)
- J.-D. Pochon (structural engineer)
Contractor
Prestressing
Construction supervision
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1956): Puente pretensado con montantes triangulados. In: Hormigón pretensado, v. 7, n. 35 (November 1956), pp. 1-9.
- About this
data sheet - Structure-ID
20074264 - Published on:
27/11/2017 - Last updated on:
28/11/2017
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