Bearing replacements for Forth Road Bridge approach viaducts

Author:

Colford Barry1,Chiarello Manuela2,Hendy Chris R.3,Pouya Homayoon4,Sandberg Jessica5,Smout Paul2

Affiliation:

1. Chief Engineer, Forth Road Bridge

2. Engineer, Special Structures, Atkins Highways and Transportation, Epsom, UK

3. Head of Bridge Design and Technology, Atkins Highways and Transportation, Epsom, UK

4. Materials Engineer, Structural Rehabilitation, Atkins Highways and Transportation, Epsom, UK

5. Senior Engineer, Special Structures, Atkins Highways and Transportation, Epsom, UK

Abstract

The existing Forth Road Bridge spans the Firth of Forth in Scotland. The main suspension bridge, with central span of 1006 m, has two multi-span approach viaducts leading up to the main crossing. The deck of the approach viaducts comprises a pair of longitudinal steel box girders supporting a series of transversely spanning steel girders, both acting compositely with a reinforced concrete deck. The steel girders of the approach viaducts are supported on steel roller and rocker bearings on concrete portal piers which vary in height between 11 m and 40 m. An initial study of the bearings identified that the rollers had locked up due to corrosion and distortion, and the concrete beneath the bearings and elsewhere on the pier tops had deteriorated due to chloride contamination. Assessment showed that structural deficiencies in the pier were exacerbated by both the concrete deterioration and change in articulation. These factors led to the decision to replace all the bearings on the viaducts. This paper outlines the design of the strengthening and modifications to the bridge to facilitate bearing replacement, together with a detailed description of the design of the temporary works needed to maintain the bridge's articulation during jacking.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. BSI (British Standards Institute). BS 968, High tensile (fusion welding quality) structural steel for bridges or general building purposes.1962, BSI, London, UK.

2. BSI. BS 5400-9-1:1983. Steel, concrete and composite bridges. Bridge bearings. Code of practice for design of bridge bearings. 1983, BSI, London, UK.

3. BSI. BS 5400-3:2000. Steel, concrete and composite bridges. Code of practice for design of steel bridges. 2000a, BSI, London, UK.

4. BSI. BS EN 12696:2000. Cathodic protection of steel in concrete. 2000b, BSI, London, UK.

5. BSI. BS EN 1337-4:2004. Structural bearings. Roller bearings. 2004a, BSI, London, UK.

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