De la Concorde overpass collapse
On 30th September 2006 the central ‘drop-in’ span of the de la Concorde highway over-bridge in Laval, Canada, suddenly collapsed onto the road below causing 5 fatalities and 6 injuries. This shocked both the general public and the professional communities. A Commission of Inquiry was quickly established and reported in October 2007.
The Commission concluded that the collapse was due to a number of factors, none of which was sufficient in itself to cause failure, but which came together on that day. They reflected both technical shortcomings, and human failings: the latter amounted to negligence in respect of the construction, and serious lapses in the management of the structure throughout its life.
The de la Concorde overpass structure was built in the 1960s as part of Canada’s post-war infrastructure expansion. The structure was innovative for its time in the manner in which the central span was designed- allowing a single span over the roadway. The in-situ side spans had raking columns. A short cantilever, ending in a half-joint, picked- up the central ‘drop-in span’ of precast prestressed concrete boxes placed side by side. The structure failed at the half joint.
The Commission gave early warning to the authorities of shortcomings they had discovered in the design standards for thick slabs without shear reinforcement in the presence of concrete deterioration. As a consequence, the maintenance inspection standards, and associated quality controls for highway bridges, have been reviewed throughout Canada.
This type of half-joint is no longer an accepted detail: it is vulnerable to deterioration and very difficult, if not impossible, to inspect and maintain. The joint relies on accurate reinforcement placement and good quality concrete. Neither was achieved in this case.
The Commission of Inquiry concluded that the fate of the structure was found to be determined by:
- Poor design (although in accordance with contemporary codes).
- Failure on the part of the designers to look beyond the design code.
- Poor quality control and supervision during construction.
- Deterioration over its life as a consequence of poor quality materials, salt contaminated water and freeze-thaw cycles.
- Poor maintenance and repair procedures.
- Inaccessibility of critical elements.
- Failure by the maintaining authorities to act decisively.
Although the UK’s procedures differ from those of Canada, the conclusions drawn by the Commission should be carefully considered, viz:
- Failure of parties to discharge their contractual responsibilities in respect of quality control and supervision during the construction.
- Failure of the maintaining authority to relate the maintenance regime to the needs of the structure and its risk profile; inspections were not allocated sufficient time and lacked proper consideration.
- No one shortcoming was dominant in the cause of the collapse: it resulted from an accumulation of shortcomings over time.
The Commission recommended various measures designed to ensure engaged consultants and contractors are competent, have appropriate staff and identify sub-contracted work. It was also recommended that the performance of engaged organisations be recorded and that appointments take account of these wider issues. However, the inference is that once satisfied, cost determines the successful appointee.
The need to undertake an assessment of highway structure proposals from a holistic perspective stands out from this incident. Good design does not just stem from application of design codes. It requires consideration of aspects outwith many codes: buildability, required supervision levels, ease of maintenance and whole-life costings.
Forward-looking authorities are using these guides to manage infrastructure effectively with regard to relative risks. However, the standard at which it is applied does appear to vary (along with appropriate funding). Some authorities are no longer able to provide dedicated bridge engineers to manage infrastructure, nor do they engage consultants to undertake the management function. Occasional engagement of consultants is sometimes based on lowest cost rather than a mix of cost and quality.
The competency of those undertaking inspections is a subject which is attracting the attention of some of the major clients. There is a strong argument for a recognised training regime and NVQ or similar qualification.
The pressures on maintenance budgets will lead to a temptation to delay any remedial work if the safety of the structure can be justified (sweating the asset); although more sophisticated analysis can sometimes support this approach, it requires careful thought by those with suitable competency, and an appreciation of the long-term consequences.
This topic paper was issued by SCOSS in 2008. You can view the original here.
 Related articles on Designing Buildings Wiki
- Cracking and building movement.
- Defects correction period.
- Defects in construction.
- Elements of structure in buildings.
- FC Twente stadium roof collapse.
- Fit for purpose.
- Latent defects.
- Patent defects.
- Structural engineer.
- Structures at the end of their design life.
- Structure definition.
- Torre Windsor office building fire.
Featured articles and news
A visually dramatic means of story-telling, large-scale murals can be an effective way to engage communities.
There were over 1,400 new articles added to Designing Buildings Wiki in 2016. Here are the top 15 most popular.
MVRDV reveal designs for a strange holiday villa in Taiwan.
New milestone achieved with launch of new safety lanyard for working from height.
A quick introductory article about preliminaries in construction.
Brandenburg Gate - an historic structure that went from symbolising German partition to European unity.
A discussion between construction key players and leading insurers on the future outlook for construction insurance.
New guide from BSRIA on building performance evaluation in domestic buildings.
Rogers Stirk Harbour and Partners complete new trio of towers at Sydney Harbour.
With a new government consultation underway, ICE look at creating a smarter, more flexible energy system.
British Antarctic Survey announces research station is to relocate 23km due to growing crack in the ice shelf.