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Rosedale Overhead: Functional Upgrades, Structural Rehabilitation and Seismic Retrofit

 Rosedale Overhead: Functional Upgrades, Structural Rehabilitation and Seismic Retrofit
Autor(en): , , , ,
Beitrag für IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, veröffentlicht in , S. 421-429
DOI: 10.2749/vancouver.2017.0421
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The Rosedale Overhead is a 77m long two-lane crossing of BC’s Highway 9 over a busy railway track. Built in 1956, the current improvements include widening, new barriers, seismic retrofit and struc...
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Bibliografische Angaben

Autor(en):
(WSP, Vancouver, BC, Canada)
(WSP, Vancouver, BC, Canada)
(Hatch Engineering, Vancouver, BC, Canada)
(Klohn Crippen Berger, Vancouver, BC, Canada)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Veröffentlicht in:
Seite(n): 421-429 Anzahl der Seiten (im PDF): 9
Seite(n): 421-429
Anzahl der Seiten (im PDF): 9
Jahr: 2017
DOI: 10.2749/vancouver.2017.0421
Abstrakt:

The Rosedale Overhead is a 77m long two-lane crossing of BC’s Highway 9 over a busy railway track. Built in 1956, the current improvements include widening, new barriers, seismic retrofit and structural rehabilitation, including full concrete deck replacement. The initial design considered retaining and over-coating the existing girders. However, the final design was the outright replacement of the existing girders, with the new girders configured as continuous spans. This concept was preferred because of the lower costs, a savings partly attributed to the reduced number of girder lines from eight to five and bearings by more than half. A reliable seismic load path was established by infilling the bents either side of the rail tracks and locking the bridge ends with new semi-integral abutments. All other bents were left un-retrofitted with low-friction PTFE bearings to reduce lateral bent demands and avoid foundationupgrades.

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