I-5 Skagit River bridge collapse

On May 23, 2013, at approximately 7:00 pm PDT, a span of the bridge carrying Interstate 5 over the Skagit River in the U.S. state of Washington collapsed. Three people in two different vehicles fell into the river below and were rescued by boat, escaping serious injury. The cause of the catastrophic failure was determined to be an oversize load striking several of the bridge's overhead support beams, leading to an immediate collapse of the northernmost span.[2]

I-5 Skagit River bridge
Boats in the water and a helicopter overhead about an hour and a half after the bridge collapse
Coordinates48°26′43.8″N 122°20′28.1″W
Carries I-5 (4 lanes)
CrossesSkagit River
LocaleMount Vernon, Washington
Maintained byWashington State Department of Transportation
ID number0004794A0000000
Characteristics
DesignThrough-truss bridge
MaterialSteel
Total length1,112 feet (339 m)
Width72 feet (22 m)
No. of spans4
History
Opened1955
CollapsedMay 23, 2013
Statistics
Daily traffic70925
Location
References
[1]

The through-truss bridge was built in 1955 and connects the Skagit County cities of Mount Vernon and Burlington, providing a vital link between Vancouver, British Columbia and Seattle. It consists of four consecutive spans that are structurally independent. Only the northernmost span collapsed into the river; the adjacent span also sustained impact damage from the same vehicle, but not severe enough to result in a collapse. The overhead support structure was known to have been struck by a truck as recently as October 2012.

Not long before the accident, the bridge had been evaluated as safe. Although not structurally deficient, it was considered "functionally obsolete", meaning it did not meet current design standards. The bridge's design was "fracture-critical," meaning that it did not have redundant structural members to protect its structural integrity in the event of a failure of one of the bridge's support members.

Within a month of the collapse, two temporary bridges were erected and placed on the failed span's support columns while the permanent bridge was built. In September 2013, the permanent bridges were installed and work began to prevent similar failures of the remaining three spans.

Background

The bridge before the collapse

The bridge carries a section of Interstate 5 (I-5) over the Skagit River between Mount Vernon and Burlington, in Washington state, about 60 miles (97 km) north of Seattle. I-5 is the primary highway between the metropolitan areas of Seattle and Vancouver, British Columbia. Before the collapse, approximately 71,000 vehicles crossed the bridge every day.[3]

The bridge was built in 1955, as part of the state government's upgrades to the U.S. Route 99 corridor and a year before the Interstate Highway System was begun. The bridge carries four lanes of traffic, two lanes in each direction separated by a median barrier. The portions over the river are four consecutive spans, each 160 feet (49 m) long. The spans are built from triangulated steel girders, using a through-truss design where the roadway passes in an open tunnel between the left and right trusses and between the lower and upper truss work. The roadway has relatively limited vertical clearance for tall vehicles due to the upper truss members. The abutted spans share pier footings and appear to be one continuous bridge, but the four spans are actually independent.

The bridge had been recently evaluated as safe and in good condition despite being 58 years old; it was not listed as structurally deficient. The bridge was classified as functionally obsolete, in this case because the bridge does not meet current design standards for lane widths and vertical clearance in new highway bridges.[1][4] The bridge was not a candidate for any significant upgrades or replacement and was well-maintained.

Through-truss design

The bridge as seen while driving southbound, showing its curved trusswork. This photo was taken two weeks before the collapse.

This steel through-truss bridge had a "fracture-critical" design with non-redundant load-bearing beams and joints that were each essential to the whole structure staying intact. An initial failure (perhaps by cracking) of a single essential part can sometimes overload other parts and make them fail, which quickly triggers a chain reaction of even more failures and causes the entire bridge span to collapse. In 2007 the I-35W Mississippi River bridge in Minneapolis collapsed suddenly from slow cracking of a single undersized and over-stressed gusset plate. In steel, these initial fractures begin small and take years to grow large enough to become dangerous. Following the Minneapolis incident, such age-related disasters in fracture-critical bridges are now avoided by finding and repairing cracks in a required thorough inspection every two years. Eighteen thousand bridges in the United States are labelled fracture-critical (from their design) and require crack inspections.[5] The Skagit River bridge had last been inspected for cracks in August and November 2012 with only minor work needed.[6]

Besides fracturing, some bridges with critical non-redundant parts can also suddenly fail from buckling of compressive members (the opposite of cracking of tensile members). In through-truss bridges the critical compressive parts are the top-chord beams running horizontally along the top of the bridge, parallel to the roadway edges. They carry most of the weight of the bridge and traffic. The chords are normally kept aligned and held in place by vertical posts, diagonals, and sideways sway struts. Top chords will quickly fold if their joints somehow become misaligned. Buckling damage is cumulative, but mostly happens from collision damage or overstresses rather than from age and corrosion.[7]

The vertical clearance for vehicles is limited by the portals and sideways sway struts. These are relatively low in older bridges. In Washington State bridges, the sway struts are often curved downwards at the outer ends, with less clearance above the outer lanes and outer shoulders. Tall loads then need to use the inner lanes for maximal clearance. These bridges are vulnerable to impacts by overheight vehicles, and such impacts were common. There was a known strike on this bridge that occurred on October 22, 2012, and investigators found evidence of several other impacts in years past.[8] Bridge inspection reports dating back to 1979 frequently note damage caused by over-height vehicles, and an inspection report from late 2012 noted a three-inch gash in the steel.[9]

According to Charles Roeder, a professor of civil engineering at the University of Washington in Seattle, through-truss bridges were a common bridge design in the 1950s (there are 10,200 through-truss bridges in the US), but "[i]f you take out some of the top framing, you set that bridge up for a stability failure."[10] Before computers, bridge engineers analyzed truss forces by slide rule, with each calculation being time-consuming. Although the finite element method and plastic design theory, both capable of analyzing redundant structures, had recently been formulated and had seen occasional use, they required significantly more calculation than the simple calculation methods for statically determinate structures, which precluded the use of redundant structural members. A great number of bridges were being designed at that time, and there were insufficient design engineers available to design many bridges as indeterminate structures.[11]

Nowadays, through-truss and other fracture-critical designs are avoided in most new bridges for moderate-sized spans. Using three or more parallel main beams or trusses allows the structure to survive a single component failure.

Incident

Crews at the scene of the collapse on the day following the accident

The collapse was caused by a southbound semi-trailer truck from Canada hauling an oversize load to Vancouver, Washington, directly damaging sway struts and, indirectly, the compression chords in the overhead steel frame (trusswork) on the northernmost span of the bridge.[12] The vertical clearance from the roadway to the upper arched beam in the outer lane is 14 feet 7 inches (4.45 m), and all trucks with oversize loads are expected to travel in the inside lane where the clearance is around 17 feet (5.2 m). The oversize truck instead entered the bridge in the outer lane, while a second semi-truck and a BMW were passing it in the inner lane.[13] The oversize truck had received a State oversize permit for a wide and tall load, for a height of 15 feet 9 inches (4.80 m), and after the collapse a "dented upper corner and a scrape along the upper side [were] visible on the 'oversize load' equipment casing being hauled on the truck."[14] The National Transportation Safety Board (NTSB) measured the truck's height, after the crash, to be 15 feet 11 inches (4.85 m).[15] A pilot car was hired to ensure the load could pass safely. The pilot car never signalled the truck driver that there would be a problem crossing the Skagit bridge and did not warn the trucker to use an inside lane.[16][17]

The oversize truck completed crossing the bridge while the first span immediately collapsed behind it. Both the driver of the oversized load and the pilot vehicle remained at the scene and cooperated with investigators.[18]

There were no fatalities, but three people were transported to local hospitals[19] after being rescued from their fallen cars. The cars remained on the flooded bridge deck after it fell into the river.[20][21]

The trucker, employed by Mullen Trucking, was hauling an oversize load containing a housing for drilling equipment.[22] The company's vice-president, Ed Sherbinski, said permits had been issued from Washington State that included clearance for all bridge crossings on the route.[22] The truck had been led over the bridge by a pilot escort vehicle.[23][24] A spokesman for the Washington State Department of Transportation said there are no warning signs leading up to the bridge regarding its clearance height.[25] In Washington, only overcrossings of less than 14 feet (4.3 m) (the normal legal height limit) are required to have advance postings of height restrictions.[26]

The oversize truck also damaged a sway strut of the second span, but not enough to initiate a collapse. That span was subsequently repaired.

Investigation

An NTSB investigator examines the truck that struck the bridge.

The Washington State Patrol and the National Transportation Safety Board investigated the accident. The NTSB's report attributes the collision to the tall-load truck being in the wrong lane (the bridge's outer lane), and to its being crowded further into the shoulder by the truck passing it. It attributes the bridge collapse to the collision taking out multiple sway braces, which destabilized the critical load-bearing (upper-chord) members.[15]

Lawsuits

Two of the three victims of the collapse filed a lawsuit against Mullen Trucking, the truck driver, the pilot car driver, and pilot car company. According to the suit, the negligence of the trucking and pilot car companies led to the collapse of the bridge. The Washington State Department of Transportation was not named in the suit as the victims and their attorney did not want to involve taxpayer money.[27]

Response and replacement

Governor Jay Inslee declared an economic "state of emergency" for three surrounding counties (Skagit County, Snohomish County, and Whatcom County) in order to cope with disruption to traffic and the local economy.[28] Traffic on I-5 was detoured around the scene of the collapse on an adjacent bridge upstream.

The collapsed span was temporarily replaced by a pair of two-lane bridges manufactured by ACROW, which were rolled onto the existing bridge piers. It went into service on June 19.[29] Inspections on the temporary span near the end of July 2013 uncovered that part of an "L" joint that holds the asphalt in place between the temporary bridge and permanent roadway had come loose. The right lane of the bridge was closed for about two hours while crews welded the joint back into place and spread new asphalt.

A $6.87 million contract was awarded to contractor Max J. Kuney Construction of Spokane to design and build a permanent replacement span.[30] It was built alongside the temporary span without interrupting traffic, and moved into place during an overnight closure on September 14–15, 2013.[31]

Shortly afterward, changes were made to the three remaining spans to raise the bridge's maximum allowable height, which included replacing the curved overhead sway braces with straight ones. This retrofit provides a full 18-foot (5.49 m) vertical clearance across all four traffic lanes, allowing overheight vehicles to travel in the outer lanes. The work was completed in mid-November of 2013.[32][33]

The collapse raised questions about how Washington State Department of Transportation regulates oversize vehicles. The department leaves it up to drivers to determine a safe route to their destination, unlike in many other states where routes are assigned. The permit for Mullen Trucking's trip did not specifically note the Skagit River Bridge as a hazard on the route, even though the outer edges of the overhead sway braces were a full foot lower than the top edge of truck's cargo; this contrasts with an earlier permit to the same company that included numerous clearance warnings. State lawmakers are exploring making changes to the state's oversize vehicle laws.[9]

The bridge constructed to replace the collapsed bridge has been named the Trooper Sean M. O'Connell Jr. Memorial Bridge.[34] State trooper Sean O'Connell was killed while directing traffic through the detour when his motorcycle hit a truck.[35] Shortly after the accident, three state lawmakers proposed a bill that would rename the repaired bridge after him;[36] this change was approved by the Washington State Transportation Commission.[37]

Washington's infrastructure

Prior to the bridge collapse the Seattle Section of the American Society of Civil Engineers (ASCE) issued the 2013 Report Card for the State of Washington's infrastructure. The state's bridges were given a grade of "C−" (an average score among states). There were 400 structurally deficient bridges in Washington. Thirty-six percent of all bridges are more than 50 years old. The oldest bridges were designed for an expected life of only 50 years; keeping them safe is increasingly difficult and expensive.[38] The advocacy group Transportation for America reports that 5.1% of Washington's bridges are structurally deficient, which is the sixth best in the country.[39]

See also

References

  1. Federal Highway Administration (2012). "NBI Structure Number: 0004794A0000000". National Bridge Inventory. Federal Highway Administration.
  2. "I-5 bridge collapses over Skagit River, no fatalities". Seattle: KING-TV. Associated Press. May 23, 2013. Archived from the original on June 7, 2013. Retrieved May 23, 2013.
  3. Ip, Stephanie (May 23, 2013). "I-5 bridge collapses into Skagit River in Washington; motorists reportedly in water". The Province. Vancouver, BC. Archived from the original on June 15, 2013. Retrieved May 23, 2013.
  4. "WSDOT Structurally Deficient Bridges" (PDF). Washington State Department of Transportation. September 1, 2011. Archived from the original (PDF) on May 25, 2013. Retrieved May 23, 2013.
  5. Jamieson, Alistair; Dedman, Bill (May 24, 2013). "'Like a Hollywood movie': Driver survives I-5 bridge collapse into Wash. river". US news on NBCNews.com. NBC. Retrieved May 24, 2013.
  6. "Bridge Inspection Report" (PDF). Washington State Department of Transportation. November 21, 2012. Archived from the original (PDF) on February 22, 2014. Retrieved June 5, 2013.
  7. "Bridge Inspector's Reference Manual" (PDF). USDOT Federal Highway Administration. October 2002. Archived from the original (PDF) on February 22, 2014. Retrieved June 5, 2013.
  8. "Temporary Skagit River bridge may be open in weeks". King 5 television. May 26, 2013. Archived from the original on June 7, 2013. Retrieved May 27, 2013.
  9. Mike Baker (June 21, 2013). "Wash. DOT didn't flag caution on I-5 span". The Seattle Times. Retrieved May 24, 2017.
  10. Kris Maher (May 24, 2013), "Truss's Design Is Dated, but Common", The Wall Street Journal
  11. N.V. (June 3, 2013), "Falling bridges — Difference Engine: A member too few", Babbage blog, The Economist, retrieved November 4, 2013
  12. Monk, Becky (May 24, 2013). "What caused the Skagit River bridge to collapse?". Puget Sound Business Journal. Retrieved July 27, 2015.
  13. The Associated Press (June 4, 2013), "Detectives seek 2nd truck from bridge collapse", The Seattle Times, retrieved April 26, 2017
  14. Heffter, Emily (May 24, 2013), "Bridge collapse: Oversize-load permits easy to get online", The Seattle Times
  15. NTSB (July 15, 2014). "Collapse of the Interstate 5 Skagit River Bridge Following a Strike by an Oversize Combination Vehicle Mount Vernon, Washington May 23, 2013 Accident Report NTSB/HAR-14/01 PB2014-106399" (PDF).
  16. "Oversized load blamed for Washington bridge collapse". CBC News. Retrieved May 27, 2013.
  17. "Couple who narrowly escaped I-5 bridge collapse tell incredible story". May 31, 2013.
  18. "Washington bridge collapse caused by truck hitting span, authorities say". foxnews.com. May 24, 2013. Retrieved May 24, 2013.
  19. Welch, William M. (May 24, 2013). "Bridge collapses in Wash. state; people in water". USA Today. Retrieved May 24, 2013.
  20. Hager, Mike; Lindsay, Bethany (May 23, 2013). "Three people pulled from Skagit River after I-5 bridge collapses in Washington; no fatalities reported". The Vancouver Sun. Retrieved May 23, 2013.
  21. Rafferty, Andrew; Kirschner, Justin (May 23, 2013). "Bridge collapses in Washington state – cars, people in water". NBC News. Retrieved May 23, 2013.
  22. Sinnema, Jodie (May 24, 2013), "Spruce Grove trucker implicated in bridge collapse in Washington state", Edmonton Journal, Associated Press, retrieved May 24, 2013
  23. Leavitt, Wendy; Straight, Brian (May 24, 2013). "Oversized load may be cause of I-5 bridge collapse in Washington State". FleetOwner.com. Penton Media. Retrieved May 24, 2013.
  24. Martin, Kate (May 24, 2013). "Bridge could be out for months". GoSkagit.com. Skagit Publishing. Retrieved May 24, 2013.
  25. "Canadian trucking co. says it had Wash. permit to cross I-5 bridge that collapsed". Associated Press. Archived from the original on May 24, 2013. Retrieved May 24, 2013.
  26. "Washington State Department of Transportation" (PDF).
  27. "Washington State Courts - Error" (PDF).
  28. "Proclamation By The Governor, 13-04" (PDF). Olympia, Washington: State of Washington Office of the Governor. May 24, 2013. Archived from the original (PDF) on June 13, 2013. Retrieved May 24, 2013.
  29. "Skagit River bridge now open to traffic". Archived from the original on July 30, 2013. Retrieved June 19, 2013.
  30. "Spokane Construction Company Wins Bid To Replace Collapsed I-5 Bridge". KNDU. June 18, 2013.
  31. "I-5 at Skagit River Bridge Span Replacement". Washington State Department of Transportation. Archived from the original on February 5, 2015. Retrieved September 15, 2013.
  32. "I-5 at Skagit River Bridge Vertical Clearance Upgrade". Washington State Department of Transportation. Archived from the original on January 1, 2015. Retrieved September 15, 2013.
  33. Horton, Jeffrey L. "Public Roads - November/December 2014". Federal Highway Administration. U.S. Dept. of Transportation. Retrieved September 10, 2023.
  34. Burton, Lynsi (May 23, 2014). "The Skagit River bridge, 1 year after collapse". Seattle Post-Intelligencer. Retrieved August 6, 2014.
  35. Christine Clarridge (June 6, 2013). "Fallen state trooper draped in praise". The Seattle Times. Retrieved May 24, 2017.
  36. "As repairs continue, bill would rename bridge for fallen trooper". KOMO. June 3, 2013. Retrieved June 13, 2013.
  37. Nick Provenza and Aaron Spencer (July 30, 2013). "Skagit River Bridge to be renamed for trooper". The Seattle Times. Retrieved August 12, 2017.
  38. 2013 Report Card for Washington's Infrastructure
  39. "The Fix We're In For: The State of Our Bridges". Retrieved May 30, 2013.
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