Indiana State Fair stage collapse
The stage roof collapsing onto spectators.
|Date||August 13, 2011|
|Location||Indianapolis, Indiana, U.S.|
|Cause||Inadequate capacity of lateral load resisting system.|
The Indiana State Fair stage collapse was an incident during an August 13, 2011, outdoor concert by Sugarland at the Indiana State Fair in which a wind gust from an approaching severe thunderstorm hit the stage's temporary roof structure, causing it to collapse. The structure landed among a crowd of spectators, killing seven people and injuring 58 others.
Events leading up to the collapse
Discussions about delaying the show
Throughout the day and evening of the concert, the National Weather Service issued notices and warnings predicting strong thunderstorms. Messages about the forecasts were relayed to various State Fair personnel via an automated text-messaging system.
At 8:00 p.m., Cindy Hoye, Executive Director for the Indiana State Fair Commission, held a meeting to discuss what effect the weather forecast would have on the 8:45 p.m. start time for the Sugarland show. Members of the meeting were told that the storm was forecast to arrive at 9:15 p.m., 30 minutes after the concert was to begin. Hoye wanted to delay the show until the weather had passed.
An official took this message to Sugarland's managers, who said they preferred to go on with the show as scheduled and only stop if weather conditions worsened. The managers only knew about the rain, not the lightning, wind, and hail that were expected. They decided to start the show just 5 minutes late (8:50 p.m.) to allow the band time to warm up.
When the band's decision got back to Director Hoye, she accepted, assuming the band had the final say. Since the storm was to arrive at around 9:15 p.m., there would still be time for them to perform some of the show.
Evacuation announcement and concert cancellation
At around 8:30 p.m., Director Hoye encountered State Police Captain Brad Weaver. Weaver was concerned that the approaching weather would pose a threat to public safety, and recommended that Hoye cancel the show. He also recommended they put together an evacuation plan for the crowd. Hoye directed her staff to make preparations for an evacuation.
At 8:39 p.m., the National Weather Service issued a severe thunderstorm warning indicating that hail with a diameter of 1 inch (25 mm) and winds over 60 miles per hour (97 km/h) were expected. This warning was not communicated to Executive Director Hoye or Captain Weaver, who were still anticipating the storm arriving at 9:15 p.m.
At 8:40 p.m., Director Hoye dictated a message to an announcer, who delivered it to the audience at 8:45 p.m. The announcer stated that a storm was approaching but that the show would go on. He gave instructions on how to evacuate to the buildings nearby in case conditions got worse, but there was no directive to actually proceed with an evacuation.
After hearing an announcement that the show was going to continue, Captain Weaver confronted Director Hoye and reiterated that the show should be called off. The two agreed, and began walking to the stage to make a second announcement. However, at 8:46 p.m., the stage structure collapsed—before they were able to announce the evacuation.
Tammy Vandam, 42; Glenn Goodrich, 49; Alina BigJohny, 23; and Christina Santiago, 29, all died at the scene. Stagehand Nathan Byrd, age 51; Jennifer Haskell, 22; and Meagan Toothman, 24, later died in the hospital from their injuries.
The Indiana State Fair Commission hired the engineering firm Thornton Tomasetti to lead the technical investigation into why the stage collapsed. The same firm investigated the collapse of the World Trade Center on 9/11 and also investigated the Interstate 35W bridge collapse in Minneapolis.
In addition, the public safety and crisis management firm Witt Associates was hired to investigate the State Fair's preparedness and response to the incident. James Lee Witt, the company's CEO, was the director of the Federal Emergency Management Agency (FEMA) for the Clinton Administration.
Cause of the collapse
According to the final incident report released by Thornton Tomasetti:
The concrete barriers used as anchors for the guy lines were not fixed in place; they resisted loading only by friction with the ground and through their own weight—about 4,200 pounds (1,900 kg). Just before the collapse, wind loading caused several of the barriers to slide or pivot from their original positions, allowing the top of the truss structure to lean toward the crowd. The subsequent bending forces within the support columns were too large, and the structure collapsed under its own weight. Measurements indicated that the total weight was 70,000 pounds (32,000 kg).
Multiple components within the lateral load resisting system were found to be insufficient:
- Ballast system: The Jersey barriers, as arranged at the time of collapse, could only resist winds ranging from 25 to 43 miles per hour (40 to 69 km/h), depending on wind direction; however, the actual wind speed was about 59 mph (95 km/h). The building code required the structure to withstand winds of 68 mph (109 km/h).
- Guy lines: Even if the ballast had been sufficient, the structure still would have failed, because the synthetic webbing ratchet straps and wire rope used as guy lines would have been loaded beyond their capacity.
- Structure connections: The fin plate connections attaching the guy lines to the top of the truss structure also had insufficient strength and would have failed.
The separation and billowing of the roof tarp was found not to be a cause of the collapse, because the collapse sequence had already begun before the membrane added additional forces.
Design, construction, and inspection
The report also points out a number of procedural factors that either contributed to the structural problems or prevented them from being discovered:
- The catalog provided by the structure manufacturer, James Thomas Engineering (JTE), did not contain enough information to properly design the structure.
- When the same structure was reviewed by a JTE engineer in 2010, the analysis was inadequate.
- There was no engineering review of the Sugarland rigging plot before it was affixed to the structure.
- The actual installation of the structure deviated from the directions provided in the analysis by the JTE engineer (regardless of the fact that the analysis was inadequate).
- There was no engineering review of the structure after it was erected by Mid America Sound Corporation.
- The State of Indiana governing code waived important requirements for temporary structures such as the one that collapsed.
- The Indiana State Fair Commission staff did not have the appropriate information or knowledge about the structure to evaluate its use during the fair.
Preparedness, communication, and response
Several issues were found with the level of preparedness and the actions of State Fair officials and Sugarland representatives on the evening of the incident that contributed to the number of casualties:
- The Indiana State Fair Commission (ISFC) had taken some steps to prepare for an emergency, but the overall state of preparedness was not adequate for an event the size of the Indiana State Fair.
- The ISFC lacked formal protocols for delaying, postponing, or cancelling a production. As a result, it was not clear who had the authority to make decisions regarding the concert.
- Weather forecasts were not properly communicated.
- The response to the incident, however, was successful, with all severely injured patients being transported to hospitals within 80 minutes.
Sugarland's contract with the state fair claimed that the band had the final say over whether to cancel the performance due to weather conditions. Legal proceedings against Jennifer Nettles and Kristian Bush began in February 2014 to determine if they should be held liable for the stage collapse.
The deadline to file a legal case was two years after the date of the event and another legal case was filed just before this deadline on August 13, 2013. This case was brought by Fireman's Fund Insurance Co, the insurers of the band's musical equipment. Defendants named included: the State of Indiana, the Indiana State Fair Commission, James Thomas Engineering of Tennessee, Mid-America Sound Corp. of Greenfield, I.A.T.S.E Local 30 and several other companies that helped design the stage.
In 2014, the State of Indiana and other defendants settled these cases for $50,000,000.00. However, defendant ESG Security, Inc. (who lost one of its own in the collapse) denied liability and did not settle. On September 14, 2015, ESG won on summary judgement and was dismissed from the case. ESG was the only defendant dismissed from the case via the summary judgment process.
- Wall Street Journal. Jack Nicas, "Faulty Planning, Stage Cited in Fair Collapse". April 12, 2012.
- Witt Associates. An Independent Assessment of the August 13, 2011 Indiana State Fair Collapse Incident. December 4, 2014.
- YouTube: IN St Fair bad weather announcement. The full announcement was as follows:
- "How are you? As you can see, to the west there are some clouds. We are all hoping for the best that the weather is going to bypass us but there is a very good chance that it won’t. So just a quick heads up before the show starts: if there is a point during the show where we have to stop the show on stage, what we would like have you do is calmly move towards the exits and then head across the street to either the Champions Pavilion, the Blue Ribbon Pavilion, or the Pepsi Coliseum. And then once the storm passes and everything is safe we are going to try our best to come back and resume the show which we have every belief that that’s going to happen. So please get ready because in just a couple of minutes we are going to try and get Sugarland on stage. Have a great show."
- Whitwell, Laurie (24 August 2011). "Indiana-State-Fair-stage-collapse-Ohio-cheerleading-coach-Meagan-Toothman-dies". Dailymail. Retrieved 2013-06-21.
- CNN U.S. "New York-based engineering firm to investigate Indiana stage collapse". August 16, 2011.
- State of Indiana, Office of the Governor: press release. "Witt Associates hired to review State Fair preparedness and response". August 18, 2011.
- Thornton Tomasetti, Inc. Indiana State Fair Commission August 13, 2011 Collapse Incident Investigative Report. December 4, 2014.
- 25,687 lb (structure self-weight) + 44.33 kips (44,330 lb) (suspended equipment) = 70,017 lb. Thornton Tomasetti report, Appendix D.
- Three cases noted by USA Today article and one case filed on August 13 2013.
- Associated Press (23 November 2011). "Sugarland sued over stage collapse". USA Today. Retrieved 24 November 2013.
- Thompson, Gayle (16 August 2013). "Sugarland Insurer Files New Lawsuit in Indiana State Fair Stage Collapse". The Boot. Retrieved 24 November 2013.
- "Archives: $50M settlement reached in State Fair stage collapse". Retrieved 2015-09-15.
- Chapman, Sandra. "Sugarland singers part of proposed State Fair settlement". www.wthr.com. Retrieved 2015-09-15.
- "Defendant in State Fair class-action lawsuit dismissed". Retrieved 2015-09-16.
- "62864663_esg-SJ-ORDER.pdf" (PDF). Dropbox. Retrieved 2015-09-15.