Technical details
Customer
Government of Canada Crown Corporation
Dates

16th June 2015: signing of the contract
June 2019: Inauguration

Missions
Design of steel approach superstructure, independent check of cable-stayed main span.
Localisation
Montréal, Canada
Partners
SNC-Lavalin

The Samuel-De Champlain Bridge spans the St. Lawrence River from Nuns’ Island to Brossard, downstream of the original Champlain Bridge. This 34km long bridge, a major achievement for SYSTRA, has won a series of prestigious awards since its inauguration in June 2019.

The challenge

The Samuel De Champlain Bridge spans the St. Lawrence River from Île-des-Sœurs to Brossard downstream from the original Champlain Bridge. The 34km long bridge consists of three independent structures—one for northbound traffic, one for southbound traffic, and one for a transit corridor.

The bridge

The typical 50.255m wide deck constructed by two 5-meter gaps between deck structures allows for 6 lanes of traffic, 2 lanes of a transit corridor, and a multiple-use-path. Each roadway deck consists of a constant depth, composite twin steel box girder with a precast concrete deck.

The 240m cable supported main span crosses the St. Lawrence Seaway with a vertical clearance of 38.5m above high water level. The three individual structures are connected by steel cross beams over the length of the main spans. The superstructure is supported by two planes of stay cables anchored in a twin leg pylon straddling the transit corridor.

The lower pylon is made of precast, match-cast concrete segments, while the upper pylon is cast-in-place. The back span for the cable-stayed bridge was erected on falsework, and the main span was erected segmentally in one direction with a lifting system on the deck. The pylons and piers for the cable-stayed structure are supported on piles socketed into the rock.

The approach spans are continuous with four to seven spans per unit. The typical approach span length is 80.4m. A 109m span is required for crossing Route 132 at the east end of the bridge. The approach span is supported on unique piers with twin inclined legs. The pier legs are made of precast, match-cast concrete segments that are connected with posttensioning tendons to a steel pier cap.

The piers are are generally supported on precast concrete spread footings keyed into the rock. The approach spans are erected with floating cranes. The steel girders are spliced to limit the maximum lifting weight at 85t.

An award-winning project

Since its inauguration in June 2019 the Samuel-De Champlain Bridge has won a string of prestigious awards.


The latest accolade was the top award at the 52nd annual Canadian Consulting Engineering Awards, the Schreyer Award, announced in a virtual ceremony beamed from the Canadian capital Ottawa on October 29th. The award was given to SYSTRA Design Joint Venture partner SNC-Lavalin on behalf of the bridge’s operator, Signature on the Saint Lawrence (SSL).

In 2020, the Samuel-De Champlain Bridge was awarded by IABSE and by ACEC California and won the International Transportation Structure Award from the Precast/Prestressed Concrete Institute (PCI).

In 2018, before the bridge’s completion, the New Champlain Bridge Corridor Project earned an Envision Platinum Award from the Institute for Sustainable Infrastructure (ISI) for achieving the highest standards of sustainable development and environmental performance on an infrastructure project. These ratings are given to infrastructure projects such as roads, bridges and transportation stations that excel in sustainable development and environmental performance at every stage of the project, from design to construction, through to implementation.

project key figures

  • Total length: 34,000m
  • Length of main cable-stayed span: 240m
  • Pylon height: 170m
  • Width: 50,255m
  • 3 separate decks
  • 6 traffic lanes plus 2 lanes of transit corridor, multi-use-path
  • 11 million public transport users
  • More than 50 million vehicles expected per year
  • Over 9,000 segments of concrete deck slab
  • 74 piers of which 42 double piers
  • 37 pier caps
  • 600 box-girders
  • More than 1 million bolts
  • Up to 1,600 workers on the site
  • 8.4 million hours of work
  • 4 years of work by SYSTRA
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