Awarie Budowlane 2015
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Technical causes of the collapse of de la concorde overpass in laval
Przyczyny techniczne upadku de la Concorde wiaduktu w Laval |
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Benoit Bissonnette,
benoit.bissonnette@gci.ulaval.ca
Research Center on Concrete Infrastructure (CRIB) Dept. of Civil Engineering, Laval University, Quebec City (QC), Canada |
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Abstract |
On September 30, 2006, part of the Boulevard de la Concorde overpass above Highway 19 in Laval
(QC), Canada collapsed suddenly, resulting in serious casualties. The Government of Quebec established a
public commission of inquiry (CEVC) to investigate the circumstances of the collapse, to identify its causes,
and to make recommendations. The bridge design was characterized by the use of cantilever beam seats, which
were at the same time vulnerable to degradation and extremely difficult to inspect. Based on the collected
evidence, the collapse was due to the development and growth of a crack in a zone prone to saturation and
deterioration located under the upper rebars starting from the beam seat area of the cantilevers. There was
consensus among the experts as to the main physical causes of the collapse and agreement on the following
points: improper rebar detailing during design; improper rebar installation at the time of construction; and, low
quality concrete used for the abutments. Based on the results of the investigation, a series of 17
recommendations were issued by the CEVC.
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Awarie Budowlane 2015
20 - 23 maja, 2015, Międzyzdroje