The A9 is the primary north–south trunk route in the Scottish Highlands and bypasses the city of Inverness by means of Kessock Bridge, a major cable-stayed structure spanning the Beauly Firth and opened to traffic in 1982. The bridge is a 1052 m long viaduct with a main cable-stayed span of 240 m, 80 m back spans and a number of 64 m and 72 m approach spans. At the ends of the 80 m back spans, four pendel-type bearings were installed to accommodate uplift reaction due to loading on the main span. These pendel bearings became excessively worn over time and required replacement. This paper describes the design and construction issues associated with replacement of these critical structural elements, an operation made more challenging by the very constrained geometry and the need to maintain overall stability of the bridge under operational traffic conditions.
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December 2007
Research Article|
December 01 2007
Pendel bearing replacement at A9 Kessock Bridge, Scotland
J. Redpath, BSc, CEng, MICE
J. Redpath, BSc, CEng, MICE
Technical Director
Jacobs UK Ltd
Glasgow, Scotland
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Publisher: Emerald Publishing
Received:
December 08 2006
Accepted:
May 27 2007
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2007 Thomas Telford Ltd
2007
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2007) 160 (4): 195–203.
Article history
Received:
December 08 2006
Accepted:
May 27 2007
Citation
Redpath J (2007), "Pendel bearing replacement at A9 Kessock Bridge, Scotland". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 160 No. 4 pp. 195–203, doi: https://doi.org/10.1680/bren.2007.160.4.195
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