Project

Pedestrian bridge over the Haldenrainroad, Stuttgart-Zuffenhausen, Germany

Client

Landeshauptstadt Stuttgart
Technisches Referat

Design

Peter und Lochner,
Beratende Ingenieure für Bauwesen GmbH
with architects Arat - Siegel & Partner

Structural and
detailed design,
tender
documentation
construction
supervision
 

Peter und Lochner,
Beratende Ingenieure für Bauwesen GmbH

Description

Reinforced concrete T-beam section without joints nor bearings. The bridge follows a circle of 54.0 meters radius (177') in plan. 6 pin-ended columns support the bridge axis. The variable section depth results from the reducing spans along the bridge.

Total length: 118.50 m (390')
Lane width: 3.50 m (12')
Maximum span: 28.00 m (91')

Material

Concrete C45/55 (fc'=6000 psi)
Reinforcement steel BSt 500/500S
Structural steel S355 J2G3
Cast steel GS18NiMoCr3-6

Structural
execution
 

Max Früh Bauunternehmen

Construction time

2000 - 2001