General Information
| Completion: | 1971 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Box girder bridge |
|---|---|
| Function / usage: |
Motorway bridge / freeway bridge |
| Material: |
Prestressed concrete bridge |
Location
| Location: |
Velburg, Neumarkt in der Oberpfalz (Kreis), Bavaria, Germany |
|---|---|
| Carries: |
|
| Part of: | |
| Replaced by: |
Talbrücke Schallermühle (2010)
|
| Coordinates: | 49° 12' 11.29" N 11° 39' 49.87" E |
Technical Information
Dimensions
| height | 17 m | |
| total length | 240 m | |
| span lengths | 31.30 m - 44.47 m - 3 x 44.00 m - 32.00 m | |
| number of spans | 6 |
Design Loads
| live load | Brückenklasse 60 | |
| design code(s) | DIN 1072:1952 |
Cost
| cost of construction | German Mark 4 300 000 |
Materials
| deck |
prestressed concrete
|
|---|
Participants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2011): Bauweisenvergleich am Beispiel der Talbrücke(n) Schallermühle. Interne Längsvorspannung ohne oder konventionell mit nachträglichem Verbund?. In: Brückenbau, v. 3, n. 1 ( 2011), pp. 56-63.
- (2011): Internal Unbonded Post-Tensioning in Direct Comparison to Internal Bonded Post-Tensioning by the Example of the Schallermuehle Viaduct. Presented at: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011.
- (2009): Talbrücke Schallermühle als Pilotprojekt. Interne Vorspannung ohne und mit nachträglichem Verbund im direkten Vergleich. In: Brückenbau, v. 1, n. 1 ( 2009), pp. 53-57.
- About this
data sheet - Structure-ID
20009112 - Published on:
21/04/2003 - Last updated on:
05/02/2016
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