Failure of the Teton Dam in 1976

by Admin on June 13, 2013

by Angela Griffith

On June 5, 1976, workers were called to the Teton Dam on the Teton River in Idaho to attempt to repair a leak.  Workers in bulldozers narrowly avoided being sucked into the dam with their equipment, and watched helplessly as the dam was breached.  It would kill 14 people and cause nearly hundreds of millions of dollars in property and environmental damage.  To examine what went wrong, we can perform a visual root cause analysis, or Cause Map.

The Cause Mapping process begins by determining the impacts to an organization’s goals.  From the perspective of the government, specifically the Bureau of Reclamation, the safety goal is impacted because of the 14 deaths.  The environmental goal is impacted due to the severe impact the dam failure and subsequent flooding had on the ecosystem of the area.  The customer service goal was impacted due to the evacuation of three towns.  The production goal is impacted due to the abandonment of the dam – at a cost of approximately $50 million.  Additionally, property damage of at least $400 million (some estimates are much higher) is an impact to the property goal.  (There were also substantial claims related to the loss of property and livelihood from impacts to industries, particularly fishing.)

Once we have determined the impacts to the goals, we begin with an impacted goal, such as the safety goal, and ask “Why” questions to determine the cause-and-effect relationships that led to the impacted goals (also known as “problems”.)  In the case of the Teton Dam failure, people were killed due to a massive wave of water released from the dam (which was filled to capacity) when it failed.  The dam failure was also the cause of severe damage to the dam, which was never rebuilt, leading to the impacted production goal.

The failure of the dam was found to be caused by erosion and inadequate strength.  Due to the less than ideal geological conditions of the site (which was picked because there were no “good” sites available), unequal stress distribution and inadequate fill material (which was used from the site) led to reduced strength.  Susceptible materials and seepage from leaks in the embankment, caused by joints that were not resistant to water pressure due to inadequate testing, and inadequate protection from water due to an over-reliance on an ineffective curtain intended to stop flow, led to the erosion.

Many geologists had predicted problems with the dam before it was built.  Specifically, in his book “Normal Accidents”, Charles Perrow states “The Bureau ignored its own data that rocks in the area were full of fissures, and in addition they filled the dam too fast . . . All it takes to bring a dam down is one crack, if that crack wets the soil within the interior portions of the dam, turning it into a quagmire.”

Although tragic, and expensive, the failure of the Teton Dam did lead to many reforms in the Bureau of Reclamation, who is responsible for dam safety.  Detailed geological studies performed in order to determine the causes of the dam failure also provided additional insight to the strength provided by various types of earth, erosion and seepage.

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By Kim Smiley

On May 23, 2013, a section of a four lane bridge over Skagit River near Mount Vernon, Washington unexpectedly collapsed, sending two cars into the river.  No one was killed, but the bridge failure is going to take months and an estimated $15 million to repair.  Additionally, the bridge was one of Washington’s main arteries to Canada with around 70,000 vehicles crossing it a day and detours during the repairs are significantly impacting the region.

So what caused the bridge to fail and how can a similar collapse be prevented in the future? This issue can be analyzed by building a Cause Map, a visual root cause analysis.  A Cause Map intuitively shows the causes that contributed to an issue and the cause-and-effect relationships between them. The collapse occurred after the top of an oversized truck hit a steel girder.  The bridge was a ‘fracture critical’ design, meaning that the design had little redundancy and fracture of one critical component, in this case the overhead steel girder, caused the whole bridge to collapse.  This type of design was common when the bridge was built in the 1950s because it was relatively quick and cheap to build.  Newer designs typically incorporate more redundancy to prevent a single failure from causing significantly damage, but the average bridge in the United States is 42 years old and there are thousands of fracture critical bridges across the nation.

So why did the truck impact the bridge?  This question is more complicated than it might appear on the surface.  The driver appears to have done his due diligence, but he had no warning that his truck was taller than the clearance.  The driver had a permit for hauling an oversized load on this stretch of highway.  The truck was also following a guide who gave no indication of potential clearance issues.  Additionally, there was no sign about low overhead clearance on the bridge because signage wasn’t required.  Signs are only required for overcrossing less than 14 feet and the lowest point on the bridge was higher than that.

The truck was traveling in the outside lane at the time it impacted the bridge.  The clearance over the outside lane of the bridge is lower than the inside lane because of the arch design of the bridge.  The truck’s load was 15 feet 9 inches high and the lowest clearance over the outside lane was 14 feet and 7 inches, but the inside lane has about a 17 feet clearance.  Bottom line, if the truck had simply moved into the inside lane it should have had the clearance to safely cross over the bridge.

This incident is certainly a warning about the need for redundancy in designs, but it also illustrates the need for clear communication.  If the driver had been aware that there was a potential issue, he could have changed lanes (which is a free and relatively easy solution) and the bridge collapse wouldn’t have happened.  Something needs to be changed to ensure that drivers are aware of any potential clearance issues.  In an ideal world, all bridges would be the safest, most up to date designs available, but the reality is that there are thousands of “fracture critical” bridges in use throughout the United States and we’re going to have to find ways to use them as safely as possible for quite some time.

Click here to see a Cause Map of another bridge failure, the 2007 I-35 Bridge Collapse and here to see a Cause Map of the failure of the Tacoma Narrows Bridge.

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