General Information
| Other name(s): | Saalebrücke Weißenfels |
|---|---|
| Beginning of works: | March 1995 |
| Completion: | December 1997 |
| Duration of works: | 34 months |
| Status: | in use |
Project Type
| Structure: |
Box girder bridge |
|---|---|
| Function / usage: |
Road bridge |
| Construction method: |
Incremental launching |
| Structure: |
Haunched girder bridge |
| Material: |
Prestressed concrete bridge |
| Construction method: |
Balanced cantilever method |
| Material: |
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Location
| Location: |
Weißenfels, Burgenlandkreis, Saxony-Anhalt, Germany |
|---|---|
| Crosses: |
|
| Coordinates: | 51° 12' 10.84" N 11° 57' 59.22" E |
Technical Information
Dimensions
| main span | 105.00 m | |
| bridge surface | 23 960 m² | |
| deck | deck width | 14.25 m + 16.00 m = 30.25 m |
| piles | diameter | 1.20 m |
| southern branch | total length | 791.70 m |
| Northern bridge | ||
|---|---|---|
| total length | 786.10 m | |
Quantities
| deck | concrete volume | 21 410 m³ |
| prestressing steel | 1 200 t | |
| reinforcing steel | 2 255 t | |
| foundations | concrete volume | 4 330 m³ |
| substructure | concrete volume | 9 675 m³ |
| reinforcing steel | 835 t |
Design Loads
| live load | Brückenklasse 60/30 | |
| design code(s) | DIN 1072 |
Cost
| cost of construction | German Mark 55 000 000 |
Materials
| deck |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Notes
Part of the bridge was erected using the balanced cantilever method.
Participants
Owner
Client
- Land Sachsen-Anhalt
- Landesamt für Straßenbau Sachsen-Anhalt
- Ministerium für Wohnungswesen, Städtebau und Verkehr
Original design
Structural engineering
Checking engineering
Co-contractor
Construction supervision
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- Brücken und Tunnel der Bundesfernstraßen 1998. Verkehrsblatt-Verlag, Dortmund (Germany), 1998, pp. 41-58.
- About this
data sheet - Structure-ID
20001174 - Published on:
16/12/2000 - Last updated on:
05/02/2016
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