The River Esk bridge carries the southbound carriageway of the M6 motorway over the River Esk estuary and forms part of the recently constructed M6 Carlisle to Guards Mill motorway extension, which provides the missing link in the motorway network between England and Scotland. The bridge is a 180 m long four-span steel composite viaduct. Due to site constraints the most economical and practical method of construction was to launch the steelwork into position rather than to lift the steelwork in by crane. The bridge steelwork, weighing over 800 t, was assembled on the northern approach to the bridge and launched southwards over the River Esk estuary. This paper demonstrates that the design and construction of a launched bridge can be significantly more complicated than the design of a comparable bridge that is constructed using conventional methods and that there are many more load cases and construction details to consider. This paper covers the approach for carrying out the analysis, design, detailing and construction of the structure and focuses specifically on the key issues relating to launching steelwork.
Article navigation
September 2010
Research Article|
September 01 2010
The launching of the River Esk bridge, UK
R. Liddle, BEng(Hons), CEng, MICE
R. Liddle, BEng(Hons), CEng, MICE
Chartered Civil Engineer
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
September 20 2009
Accepted:
February 03 2010
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2010 The authors and the Institution of Civil Engineers
2010
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2010) 163 (3): 137–146.
Article history
Received:
September 20 2009
Accepted:
February 03 2010
Citation
Liddle R (2010), "The launching of the River Esk bridge, UK". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 163 No. 3 pp. 137–146, doi: https://doi.org/10.1680/bren.2010.163.3.137
Download citation file:
Suggested Reading
Mechanical behaviour of the new pinned connection under out-of-plane horizontal load
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (October,2019)
Flexural buckling of laced column with crosswise lattice
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (June,2008)
Stability of network arch bridges under traffic loading
Proceedings of the Institution of Civil Engineers - Bridge Engineering (April,2013)
Design and static analysis of the Taizhou Yangtze River Bridge, China
Proceedings of the Institution of Civil Engineers - Bridge Engineering (August,2013)
Residual life of historic riveted steel bridges: an analytical approach
Proceedings of the Institution of Civil Engineers - Bridge Engineering (May,2013)
Related Chapters
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Tunnelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Finite element analysis of progressive failure of Carsington embankment
Selected papers on geotechnical engineering by P R Vaughan
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
