Project

Bridge over the Neckar with a junction to the B10 at Stuttgart-Hedelfingen

Client

City of Stuttgart

Concept and tender documentation

Peter und Lochner,
Beratende Ingenieure für Bauwesen GmbH

Description

Bridge over the Neckar:
5 span prestressed concrete bridge
Der single cell box girder changes in the range of the bank with smaller spans to a double tee-beam 
Construction on falsework and cantilever construction
Length: 231 m
Section width: 10,75 m - 14,25 m
Max. span: 62,50 m

Bridge over the B10:
Portal frame bridge with longitudinal prestressed deck
Total length: 32,00 m
Section width: 20,25 m

Materials

Concrete B25, B35, B45
Reinforement Steel 500S
Prestressing steel 1570/1770

Execution