The project
During the rehabilitation in August / September 2000, the entire substructure (carriageway, cross and longitudinal girders, supports) was renewed within 3 weeks. During this time, motorized traffic was diverted and a temporary footbridge was installed on the outside of the bridge for pedestrians and cyclists.
The construction method
The damaged oak bottom chord supports, longitudinal and transverse beams, and wind bracing were replaced. In addition, the longitudinal and transverse girders were covered with Sarnafil foil strips. Thickened and interlocking oak planks with a rough surface were chosen as the roadway structure. The transition from the bridge to the road is formed by cobblestones on both sides. The heavily weathered sandstone was completely replaced, while the less stressed ones were reworked down to the smooth base. Subsequently, the sandstone was coated with a water-repellent paint.
Construction Data
- Year of manufacture: 1867
- Weight limit. 10 to
- Support system: double suspension with 4 bays
- Span: 19 m
- Width: 4.30 m
- Height: 4.10 m
Services of Timbatec
- Assessment
- Remediation Concept
- Statics & Construction
- Tendering
- construction management
Stone masonry
Messerli Christian AG
3608 Thun
Timber construction engineer / local construction management
ARGE Fritz Allenbach und Timbatec GmbH
3612 Steffisburg
Client
Civil Engineering Office of the Canton of Bern, Obering. Kreis II
3011 Bern
Assembly work in wood
Stettler Zimmerei GmbH
3132 Riggisberg
Surfacing and construction work
Schmid Werner AG
3132 Riggisberg