Papineau-Leblanc Bridge

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Papineau-Leblanc Bridge
Papineau-Leblanc Bridge.jpg
The Papineau-Leblanc bridge was one of the first cable-stayed bridges in North America.
Carries 6 lanes of Quebec Autoroute 19.svg Autoroute 19
Crosses Rivière des Prairies
Locale Laval, Quebec and Montreal, Quebec, Canada
Maintained by Transports Québec
Design Cable-stayed bridge
Total length 420.6 m
Width 27.2 m
Longest span 240 m
Opened 1969
Daily traffic 56,000 (2013)[1]

The Papineau-Leblanc Bridge was one of the first cable-stayed spans in North America, but it never was the world-longest span of this type (at that moment it was Rheinkniebrücke (de)[2] in Düsseldorf). It is part of Quebec Autoroute 19 and is one of the connections between Laval and Montreal, Quebec, Canada, spanning Rivière des Prairies. It was fabricated from weathering steel and has an orthotropic deck. The freeway ends abruptly at the southern end of the bridge at the intersection of Henri Bourassa Boulevard, where Autoroute 19 follows Avenue Papineau down to Quebec Autoroute 40.

The Leblanc portion of the name comes from the name of a street in Laval that was expropriated to build the autoroute. That street was named after Alpha Leblanc, a local landowner. Portions of that street remain on both sides of the autoroute.

In 2000, a proposition to rename the bridge after the late Pietro Rizzuto was initially approved, then rejected by the Commission de Toponymie du Québec, which ruled that the name Papineau-Leblanc was already entrenched in local culture and non-controversial. Most locals simply refer to this bridge as Papineau.[3]

See also[edit]

References[edit]

Notes
  • Podolny, W. Jr., and Scalzi, J. B., Construction & Design of Cable-Stayed Bridges, John Wiley & Son, New York, NY, 1976.
  • Cable-Stayed Bridges: Theory and Design (ISBN 0258970340 / 0-258-97034-0) Troitsky, M S
  • ASCE, Bridge (discusses the Luling Bridge), Civil Engineering, ASCE American Society of Civil Engineers, 31, July 1984.
  • ENR, Stayed -Girders Reaches Record (discusses the Luling Bridge), Engineering News Record, McGraw Hill, New York, NY, April 8, 1982,
  • Mangus, Alfred, “A Fresh Look at Orthotropic Technology,” "Public Roads, The US Department of Transportation, Federal Highway Administration, www.tfhrc.gov March / April 2005, Washington, D.C., pp. 38–45.
  • Troitsky, M. S., Orthotropic Bridges - Theory and Design, 2nd ed., The James F. Lincoln Arc Welding Foundation, Cleveland, OH, 1987.

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Coordinates: 45°34′34″N 73°40′00″W / 45.576°N 73.6666°W / 45.576; -73.6666