The CESuRa System: Allowing Changes in a Rail Track Profile While Maintaining Full Vertical Support

Author:

Foan Andy,Thonstad Travis,Stanton John F.

Abstract

Abstract A light rail passenger transportation system is being built in Seattle, WA, USA, that traverses Lake Washington over an existing pontoon bridge. The water level in Lake Washington changes throughout the year. This causes rotations of the transition spans, which are needed at each end of the bridge to carry traffic between the fixed, land-based structure, and the floating structure. This paper explains a novel method, the Curved Element Supported Rail (CESuRa) system, that provides rails with the ability to undergo joint rotations at the ends of the transitions spans without risk of damage, while maintaining full vertical support of the track across the joint. The geometric characteristics on which it depends for proper operation, considerations that must be accounted for when using the system for other applications in the future, and an overview of the implementation of the system on the floating bridge are discussed.

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Urban Studies,Transportation,Automotive Engineering,Geography, Planning and Development,Civil and Structural Engineering

Reference19 articles.

1. KPFF (2005) Homer Hadley interstate 90 Floating Bridge test program for light rail transit draft test report

2. Foan AR, Cooper T (2015) A CESuRa in the Track. J Perm Way Inst 133(1):8–13

3. UIC (2009) UIC 776-2 design requirements for rail-bridges based on interaction phenomena between train, track, and bridge

4. Armitage RA, Sharpe P, Heggie W, Rogers A (2002) Innovative design of transition zones. In: Proceedings, railway engineering 2002: 5th international conference and exhibition, London, UK, p 23

5. Gallage C, Dareeju B, Dhanasekar M (2013) State-of-the-art: track degradation at bridge transitions. In: Proceedings, 4th international conference on structural engineering and construction management, Kandy, Sri Lanka, pp 40–52

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