General Information
Project Type
| Structure: |
footbridge: Stressed ribbon bridge road bridge: Rigid frame bridge with underslung main span |
|---|---|
| Function / usage: |
Road bridge Bicycle and pedestrian bridge |
| Material: |
Reinforced concrete bridge Structurae Plus/Pro - Subscribe Now! |
Location
| Location: |
Ingolstadt, Bavaria, Germany |
|---|---|
| Crosses: |
|
| Coordinates: | 48° 45' 24.01" N 11° 25' 27.86" E |
Technical Information
Dimensions
| sag | 3 m | |
| total length | 164 m | |
| span lengths | 42 m - 76 m - 46 m | |
| number of spans | 3 | |
| deck | deck width | 19.65 m |
Materials
| cables |
steel
|
|---|---|
| deck |
reinforced concrete
|
| piers |
reinforced concrete
|
Chronology
| 12 February 1996 | Construction begins |
|---|
Participants
Owner
Structural engineering
-
schlaich bergermann partner
- Volkwin Schlosser (structural engineer)
- Frank Simon (structural engineer)
- Jochen Bettermann (structural engineer)
- Mike Schlaich (structural engineer)
Architectural consulting
Checking engineering
- Herbert Kupfer (checking engineer)
Contractor
- ERA-Bau AG
- Preussag Spezialtiefbau GmbH (substructure)
Cables
Construction supervision
Relevant Web Sites
Relevant Publications
- (1998): 3. Donaubrücke Ingolstadt. Planung und Konstruktion. Presented at: 3. Internationale Donaubrückenkonferenz, 3rd International Conference on Bridges across the Danube, 29-30/10/1998, Regensburg, Germany, pp. 327-337.
- (1998): 3. Donaubrücke Ingolstadt, Planung und Realisierung. Presented at: 3. Internationale Donaubrückenkonferenz, 3rd International Conference on Bridges across the Danube, 29-30/10/1998, Regensburg, Germany, pp. 310-326.
- (2001): The Glacis Bridge in Ingolstadt, Germany – Design and Construction. Presented at: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001, pp. 1-7.
- (1999): Die neue Glacisbrücke Ingolstadt - Entwurf und Konstruktion. In: Beton- und Stahlbetonbau, v. 94, n. 11 (November 1999), pp. 466-475.
- (2005): Puentes atirantados no convencionales. Comportamiento estructural y criterios de diseño. thesis, Universidad de Cantabria, Santander (Spain).
- About this
data sheet - Structure-ID
20001027 - Published on:
02/10/2000 - Last updated on:
21/08/2021
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