Sauk City Rail Bridge
Sauk City, Wisconsin
Experts have long agreed that the best way to keep a bridge "healthy" is to perform routine maintenance. However, on rare occasion the maintenance and repair efforts themselves bring unexpected results, as was the case in the Madison suburb of Sauk City, Wisconsin.

On March 11, 2002 work crews were attempting to make repairs to a 130-foot section of the Sauk City Rail Bridge when western portions of the span began to shift downstream. A stabilization effort began shortly thereafter, however the structure suffered another major shift on April 11, bringing all work to a halt.

An engineering study determined that the second event also caused a six-inch shift in one of the supporting concrete piers. The study concluded that further repairs to the pier or the bridge span were unfeasible, and that both would require complete removal and replacement.

Realizing the potential danger of the situation, representatives from Wisconsin Rail Transit requested assistance from Chicago Explosive Services (CES), Chicago, Illinois.

CES President Patrick Carney arrived on scene shortly thereafter, and his team set about re-assessing the span's condition. Carney determined that pre-cutting steel supports to facilitate placement of explosives was out of the question, and that powerful 4,000-grain RDX linear charges would be required to ensure a safe and complete collapse. The Chicago Explosives team also recommended pre-cutting the flanges of the rails themselves to facilitate a perfectly perpendicular descent into the Wisconsin River.

Carney then turned his efforts to damaged pier #4, and devised a plan that would allow holes to be drilled into the pier at several strategic locations without the risk of further shifting or decomposition. The holes were then packed with conventional dynamite, and both structures were prepared and wired within two days.

An extra-wide, 1,000-foot safety perimeter was then established around the site, and at the count of "Zero," a thunderous blast simultaneously demolished both the bridge and pier.

When the dust cleared, all that remained were three large segmented sections of steel awaiting safe retrieval from the waterway below. Adjacent privately owned structures that were pre-inspected by Protec showed no adverse effects from the blast, and ground vibration levels fell within acceptable levels.

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