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The 40-year-old bridge that collapsed in Minnesota last night, causing the deaths of at least seven people, was graded "structurally deficient" two years ago but was not scheduled to be replaced until 2020.
Bridge 9340 was of a design known as a "non-redundant structure" by civil engineers, meaning that if a single part failed, the whole structure could collapse. It was completed before fundamental reform of bridge safety in America in the late 1960s.
In 1967, the year of its completion, another non-redundant bridge, the Silver Bridge in Ohio, fell into the river below because of the failure of a single chain link.
Forty-six people died and the disaster, like the Ronan Point tower block collapse in London the following year, prompted a period of greater caution in structural design.
The reforms came too late for I-35W bridge, which was finished in 1967. It had three spans but no supporting piers, to allow barge traffic to continue on the river below. It carried Interstate 35W and 140,000 cars and trucks a day over the Mississippi River just east of downtown of Minneapolis.
Professor Marios Chryssanthopoulos, an expert in structural systems at the University of Surrey, said there was "no similarity" between the structures of the Silver Bridge and the bridge that failed last night, but observed that a generation of bridges was built in the early 1960s according to safety rules that are now out-dated.
"Loads have been going up all the time and the US rules of the early 1960s have been found to be unconservative with regard to fatigue design," he said. "In other words, bridges designed in the early 1960s would have been designed differently 20 or 30 years later."
However, according to officials in Minnesota, regular recent inspections of the bridge had revealed no fundamental problems, and the engineering work being conducted on the structure when it collapsed was "overlay work" on the road surface, guardrails and lights.
Governor Tim Pawlenty said that he was told in 2006 that major rebuilding was not needed for at least ten years. “They notified us from an engineering standpoint the deck may have to be rehabilitated or replaced in 2020 or beyond,” he said.
Nonetheless, in 2005, the US Department of Transportation's National Bridge Inventory gave the bridge a rating of 50 per cent — the score at which replacement is considered. The rating described the bridge as "structurally deficient" and gave it a score of 4 out of 9 for its general physical condition.
Last night, the Minnesota Department of Transportation, said the department was aware of the 2005 assessment. "We've seen it, and we are very familiar with it," said a spokeswoman, who pointed out that many highway bridges shared the same description.
In 2001, a comprehensive technical study of the bridge concluded that the bridge did not need to be "prematurely replaced" and observed that "fatigue cracking of the deck truss is not likely", but identified three steel members carrying higher loads than any others.
The report, written by the Department of Civil Engineering at the University of Minnesota, said: "The bridge's deck truss has not experienced fatigue cracking, but it has many poor fatigue details on the main truss and floor truss system". It said the bridge did not need to be replaced but recommended thorough inspection of the three members that carried the highest loads.
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With more than 45 years experience as Bridge Engineer the spectacular failures in the 1970's alerted us to the inadequacy of most existing codes and standards for the size of bridges being required and built then. With twenty five years of inspecting bridges and the knowledge and tools available today in nearly all cases it is possible to pinpoint potential weaknesses in an existing bridge. However, it is not uncommon for a report to sound an alert and for the Department Head of Management panel to question and demand actual visible field evidence because "budgets are tight and there are many other bridges in need". If my assessment of a failure involve life and limb I recommend and insist on instrumenting and regular monitoring by competent Engineers. This also requires a budget and is often seen as research not "repairing bridges". We need to develop better means of assessing failure risk and to manage conditions posting restrictions till repairing is possible.
Charles Walnut, Toronto, Canada
So now we know: engineers had alerted the administrators to the risk and quick as a flash nothing, though I don't doubt they will turn out in force to join the mourners. How did anyone assess that hidden/inaccessible structure that is under tensile load had not experienced fatigue cracking? Any fatigue cracks would have been hidden by the abutting structure.
You could be on the right track, Mitch. Its unlikely that the design stress analysis took account of all possible asymmetric loading patterns because of limited program and computer capability 40 years ago and the time it takes to do all the calculations by hand.
Roddy Beaufort, Bolton, Ontario
Who designed this bridge?
Vince Pasquantonio, New Orleans, LA
The silver bridge you refer to was owned by West Virginia and crossed the Ohio River (also owned by WV) between Point Pleasant, WV and Gallipolis, OH. Rt-35 a main north south route. It was a supension bridge and when it went it was a matter of seconds until nothing showed about water except bridge piers. Ohio about 3/4 mile wide there. Happened right before christmas so water was very cold. Recovery operation took about two months due to weather and water conditions.
I worked the recovery as a 26 year old. This story brought back unpleasant memories. God Bless everyone involved.
Richard P Newell, Point Pleasant, WV
maybe the re-topping of the road surface meant that traffic was diverted from the entire width of the span and onto fewer lanes. Could this have concentrated stress on portions of the bridge supports? Also, rush hour traffic is the heaviest in the day. Ergo Blammo!
mitch, eastchester, ny
I am really so sad for this people.
Aylin Gencer, NSW, Sydney, Australia
this is serious and i hope the government is going to do something about it urgently before more lives are claimed.
SHARON AGUDOGO, london, england
I see civil suits in the near future.
Chuck, Boca Raton, Florida
I would think that that much steel plus the salt on the road in the winters could not be good.
Alvin Farrar, Tallahassee, FL