International Bridge Technologies

Olivier-Charbonneau Bridge – Montréal, Québec

Technical details
Client
Le Ministère des Transports du Québec
Dates

Construction Completed: 2010

Location
Montréal, Québec
Partners
Design/Build Contractor: Kiewit / Parsons JV, Prime Consultant: Parsons
Activity
SYSTRA IBT’s Role: Bridge Design Consultant for conceptual design, detailed design, and construction engineering for the main bridge.

DESIGN-BUILD

Main Span: 1.2 km (.75 mi)

Bridge Length: 280 m (918 ft)

Width: 36 m (118 ft)

The 1.2 km (0.75 mi) main bridge consists of a plate girder approach with continuous spans up to 96 m (315 ft) and a 512 m (1678 ft) long cable stayed structure with a 280 m (918 ft) long main span. The 36 m (118 ft) wide bridge superstructure consists of a steel-concrete composite deck supported by two planes of stay cables in a fan arrangement along the edges. The stay-cables are anchored in vertical concrete pylons supported on drilled shaft foundations with pile caps at water level. Rocker links are used at each end of the cable-stayed spans to anchor the superstructure and allow for longitudinal deck movement.

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