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© Jens Weber
The design of this Danube Bridge is characterized by a cable supported slender concrete deck with the walkways following the alignment of the cables. This structure combines a concrete frame with inclined struts and a stress ribbon. The foot paths are separated from the deck and rest on smaller cables arranged on either side of the main cables whilst the automobile traffic uses the upper level.
- Location
Ingolstadt, Germany
- Architect
schlaich bergermann partner; Ackermann und Partner; Peter Kluska Landschaft
- Cooperation
Grad Ingenieurplanungen, Ingolstadt; Obermeyer Planen+Beraten, München
- Awards
Ingenieurbau-Preis 1998, Architekturpreis Beton 1999
- Client
Stadt Ingolstadt
- Contractor
ERA Bau AG, NL Salzburg;PREUSSAG Spezialtiefbau GmbH, NL Augsburg;Pfeifer Seil- und Hebetechnik GmbH, Memmingen
- Our Scope of Work
general contractor, conceptual design, construction design, site supervision
- Total length 185 m
- Total width 19.65 m (3.50 - 12.25 - 3.50 m)
- Concrete 5,200 m³
- Reinforcement steel 1,000 t
- Spans 42 m - 76 m - 46 m (164 m)
- Cables 4 x Ø 118 mm (carriageway), 2 x Ø 106 mm (walkway), fully locked, GALFAN, unalloyed quality steel, 180 t
- Structural steel St 52-3, 230 t
- Steel 16 t for pre-stressed concrete
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© Roland Halbe -
© Roland Halbe