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April 27, 2008
'It was gone': String of problems led to 51 deaths at Willow Island

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At about 10 a.m. on April 27, 1978, workers began raising the day's second bucket of concrete up 166 feet to Lift 29. Each day, they poured another 5-foot lift to build the second of two 430-foot cooling towers for the new Pleasants Power Station at Willow Island.

But on that Thursday morning, 30 years ago today, something went terribly wrong.

1 of 8 Photos
Gazette file photo
Bent rebar flows over the top of the tower where the scaffolding collapsed.
The cable hoisting that bucket of concrete went slack. The crane that was pulling it up fell toward the inside of the tower. Scaffolding followed. The previous day's concrete, Lift 28, started to collapse.

Concrete began to unwrap off the top of the tower. First it peeled counter-clockwise, and then in both directions. A mess of concrete, wooden forms and metal scaffolding crumbled to the ground.

Fifty-one construction workers were on the scaffold at the time. They all plunged to their deaths.

"I looked up at the top of the tower, and it was gone - the scaffolding was gone," William Van Vlack Jr., who was working on the ground at the time, later told investigators.

Thirty years later, the Willow Island disaster is still considered the worst construction accident in U.S. history.

Like most disasters, it's still hard to point to one specific triggering event. Instead, a mix of safety lapses combined to bring the tower crashing down.

Concrete in the previous day's lift hadn't hardened enough to hold the scaffolding. Key bolts meant to attach the scaffolding to the tower were missing. An elaborate concrete hoisting system was modified without proper engineering review. Contractors were rushing to speed construction, perhaps overlooking important safety measures along the way.

"There were redundant features here that, if they had corrected them, this wouldn't have happened," said Stan Elliott, who was then and is now the area director for the U.S. Occupational Safety and Health Administration.

"If they had put the bolts in, it probably wouldn't have happened," Elliott said earlier this month. "If they had let the concrete cure, it probably wouldn't have happened.

"But when you put all of these things together all on the same day at the same time, this is what happened."

'A matter of luck'

Up and down the Ohio Valley in the 1970s, power plants were rising up. Coal was taking over as a major source of electricity across the country. New coal-fired units were being built from Mason County to Moundsville.

Located just south of St. Marys, the Willow Island plant was being built by Allegheny Power System, now called Allegheny Energy, for its Monongahela Power unit. There were already two smaller units at the site, built in 1949 and 1959. The new, $677 million plant would include two units and a total of 1,300-megawatts of capacity.

By April 1978, workers had finished one and were building a second "natural draft" cooling tower. These are like huge chimneys, which create an updraft of air that cools the water as it falls down the inside of the tower.

For most people, these hourglass-shaped concrete cooling towers probably bring back bad memories of the March 1979 Three-Mile Island nuclear plant accident.

But cooling towers are crucial parts of coal-fired power stations as well.

In power plants, electricity is generated when steam drives a turbine. This steam must be condensed before it can be returned to the boiler to continue the cycle of steam and electricity generation.

This condensation happens in a heat exchanger. Cooling water is needed in the heat exchanger and it is this cooling water that is cycled through the cooling tower. In this way, the water from the boilers and steam turbines are kept separate from the cooling water. Impurities are kept out of the turbines.

One of Willow Island's contractors, New Jersey-based Research-Cottrell, had already built 35 cooling towers at plants around the country.

Research-Cottrell used a patented system, with an elaborate, four-level system of scaffolding that circled the tower as it was built. The scaffolding was secured to the inside and outside of the tower. Hydraulic jacks lifted the scaffold as work on the tower progressed.

A system of cranes spread around the top of the scaffolding hoisted buckets of concrete up. Workers were to pour one 5-foot lift per day.

After the disaster, a Research-Cottrell lawyer told a congressional committee that the system previously had a flawless record.

"There has been no death and there has been no serious injury related to this complex system of construction," company lawyer Willis O. Shay said.

But Van Vlack, a plant electrician, later told a state panel that he worried about the system from the start.

"I consider that an extremely dangerous procedure - the fact that they have managed to build many, many cooling towers with that particular procedure before - I would consider more a matter of luck than anything else," Van Vlack said.

Wet concrete and wrong angles

After the collapse, OSHA called in the National Engineering Laboratory, part of the Commerce Department, to help figure out what happened. Engineers studied the scaffolding setup, examined concrete curing times, and calculated the loads created by lifting the buckets up the tower.

In a 188-page report, they concluded that "the most probable cause" of the collapse was "the imposition of construction loads ... before the concrete of Lift 28 had gained adequate strength to support these loads."

Translation? The concrete wasn't given time to dry.

But OSHA's Elliott recalls that the causes were more complicated than that.

For one thing, the entire scaffolding and crane system was based on elaborate geometry. Each crane had to be located at a certain spot at the top of the tower, and each bucket loaded and hoisted from another certain spot on the ground. If everything was placed just right, the angles lined up to give the system enough strength. If the angles were off, the strength just wasn't there.

Elliott said OSHA discovered that, to cut corners on construction time, management and workers were loading concrete from different spots. The angles were wrong, weakening the entire system.

"The concept was wonderful, but the implementation left something to be desired," Elliott said.

On June 8, 1978, OSHA cited Willow Island contractors for 10 willful and 10 serious violations. Among other things, the violations cited the failure to field test concrete and properly anchor the scaffold system.

OSHA proposed $108,300 in fines. The cases settled for $85,500, or about $1,700 per worker killed in the disaster.

Joe Powell, then-president of the West Virginia AFL-CIO, called the amount "a small pittance of a fine."

"Judged as a percentage against profits, such fines would not constitute a tenth of a percent and most assuredly would not serve as a deterrent to future accidents," Powell told a congressional hearing convened in St. Marys.

OSHA referred the case to the U.S. Department of Justice for a criminal investigation. A grand jury was convened, but no charges were ever filed.

Meanwhile, Willow Island's general contractor, United Engineers and Constructors Inc., hired a consultant to perform its own study.

The consultant, Lev Zetlin Associates, said that OSHA and the Bureau of Standards were wrong to blame improperly cured concrete.

"Key evidence," the consultant said, "suggested that the problems originated due to lack of understanding of the scaffold system by the workers, and also due to its systematic misuse. Lack of technical and management supervision was also an underlying cause to this collapse."

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It's been 30 years since the worst construction accident in U.S. history claimed 51 lives in Pleasants County. Look back on the disaster, the investigation and the people left behind.
Read the first story in the series
Watch an audio slideshow with historic photos
Video: The disaster still felt, 30 years later
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