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| About this data sheet: |
| Structure-ID: |
s0014912 |
| Created on: |
12/30/04 |
| Modified on: |
11/04/09 |
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Structural Type:
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Function / usage:
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| Legend: Phase of works |
| Role | Name | Part of structure |
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| Checking engineer |
Hans-Peter Andrä |
approaches
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Graße |
main bridge
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| Description | Value |
| truss |
steel
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| deck of main bridge |
composite steel-reinforced concrete
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| deck of approach |
prestressed concrete
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total length |
528 m |
| approach |
deck depth |
1.1 m | | |
total length |
315 m | | |
span lengths |
20 m - 11 x 24.80 m - 20 m | | |
bridge surface |
6 944 m2 |
| main bridge |
deck depth |
2.5 m | | |
total length |
215 m | | |
span lengths |
70 m - 100 m - 45 m | | |
bridge surface |
4 789 m2 |
| truss |
height |
max. 11 m | | |
length |
85 m |
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| substructure |
concrete volume |
2 827 m3 | | |
reinforcing steel |
452 t |
| superstructure |
structural steel |
1 950 t | | |
concrete volume |
7 195 m3 | | |
prestressing steel |
250 t | | |
reinforcing steel |
1 069 t |
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cost of construction |
€ 12 700 000 |
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Brücken und Tunnel der Bundesfernstraßen 2008, Deutscher Bundes-Verlag, Cologne (Germany) , ISBN 3935064543, 2008; pp. 97-111.
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Easy adaptation for variable pier shapes, in
"Bridge Design & Engineering", 1st Quarter 2006, n. 42 v. 12 .
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Reintjes, K.-H. Das Zügelgurt-Fachwerk der Muldebrücke Wurzen, in
"Stahlbau", August 2006, n. 8 v. 75 .
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