Kinzua Viaduct



The bridge before its collapse

Coordinates: 41°45′40″N 78°35′19″W
Named for: Kinzua, Seneca for "fish on a spear"

The Kinzua Bridge or the Kinzua Viaduct (/ˈkɪnzuː/,[2] /-zuːə/) was a railroad trestle that spanned Kinzua Creek in McKean County in the U.S. state of Pennsylvania. The bridge was 301 feet (92 m) tall and 2,052 feet (625 m) long. Most of its structure collapsed during a tornado in July 2003.

Billed as the "Eighth Wonder of the World", the wrought iron original 1882 structure held the record for the tallest railroad bridge in the world for two years. In 1900, the bridge was dismantled and simultaneously rebuilt out of steel to allow it to accommodate heavier trains. It stayed in commercial service until 1959, when it was sold to a salvage company. In 1963 the Commonwealth of Pennsylvania purchased the bridge as the centerpiece of a state park.

Restoration of the bridge began in 2002, but before it was finished a tornado struck the bridge in 2003, causing a large portion of the bridge to collapse. Corroded anchor bolts holding the bridge to its foundations failed, contributing to the collapse.

Before its collapse, the Kinzua Bridge was ranked as the fourth-tallest railway bridge in the United States. It was listed on the National Register of Historic Places in 1977 and as a National Historic Civil Engineering Landmark by the American Society of Civil Engineers in 1982. The ruins of the Kinzua Bridge are in Kinzua Bridge State Park off U.S. Route 6 near the borough of Mount Jewett, Pennsylvania.

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Historic American Engineering Record (HAER) photo of the bridge in July 1971

{The picture is by Jack Boucher.}

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Bridge collapse



Radar loop of the storm over northern Pennsylvania

Since 2002, the Kinzua Bridge had been closed to all "recreational pedestrian and railroad usage" after it was determined that the structure was at risk to high winds. Engineers had determined that during high winds, the bridge's center of gravity could shift, putting weight onto only one side of the bridge and causing it to fail. An Ohio-based bridge construction and repair company had started work on restoring the Kinzua Bridge in February 2003.

On July 21, 2003, construction workers had packed up and were starting to leave for the day when a storm arrived. A tornado spawned by the storm struck the Kinzua Bridge, snapping and uprooting nearby trees, as well as causing 11 of the 20 bridge towers to collapse. There were no deaths or injuries. The tornado was produced by a mesoscale convective system (MCS), a complex of strong thunderstorms, that had formed over an area that included eastern Ohio, western Pennsylvania, western New York, and southern Ontario. The MCS traveled east at around 40 miles per hour (60 km/h). As the MCS crossed northwestern Pennsylvania, it formed into a distinctive comma shape. The northern portion of the MCS contained a long-lived mesocyclone, a thunderstorm with a rotating updraft that is often conducive to tornados. [30]

At approximately 15:20 EDT (19:20 UTC), the tornado touched down in Kinzua Bridge State Park, 1 mile (1.6 km) from the Kinzua Bridge. The tornado, classified as F1 on the Fujita scale, passed by the bridge and continued another 2.5 miles (4 km) before it lifted. It touched down again 2 miles (3 km) from Smethport and traveled another 3 miles (4.8 km) before finally dissipating. It was estimated to have been 1⁄3-mile (540 m) wide and it left a path 3.5 miles (5.6 km) long. The same storm also spawned an F3 tornado in nearby Potter County.

When the tornado touched down, the winds had increased to at least 94 miles per hour (151 km/h) and were coming from the east, perpendicular to the bridge, which ran north–south. An investigation determined that Towers 10 and 11 had collapsed first, in a westerly direction. Meanwhile, Towers 12 through 14 had actually been picked up off their foundations, moved slightly to the northwest and set back down intact and upright, held together by only the railroad tracks on the bridge. Next, towers four through nine collapsed to the west, twisting clockwise, as the tornado started to move northward. As it moved north, inflow winds came in from the south and caused Towers 12, 13, and 14 to finally collapse towards the north, twisting counterclockwise.

The failures were caused by the badly-rusted iron base bolts holding the bases of the towers to concrete anchor blocks embedded into the ground. An investigation determined that the tornado had a wind speed of at least 94 miles per hour (151 km/h), which applied an estimated 90 short tons-force (800 kN) of lateral force against the bridge. The investigation also hypothesized that the whole structure oscillated laterally four to five times before fatigue started to cause the base bolts to fail. The towers fell intact in sections and suffered damage upon impact with the ground. The century-old bridge was destroyed in less than 30 seconds. [36]

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[30] Markowski, Paul (December 2003). "Meteorological Aspects of the 21 July 2003 Kinzua Viaduct Storm" (PDF). Report on the July 21st collapse of the Kinzua Viaduct (Report). Department of Meteorology, Pennsylvania State University. Archived from the original (PDF) on September 22, 2012. Retrieved January 29, 2009. https://web.archive.org/web/20120922031605/http://www.dcnr.state.pa.us/info/kinzuabridgereport/app/appb.pdf

[36] Genshiemer, Lisa (Fall 2005). "Hope for the Kinzua Viaduct" (PDF). Society for Industrial Archeology Newsletter. 34 (4): 10–11. Archived from the original (PDF) on March 18, 2009. Retrieved April 27, 2008. https://web.archive.org/web/20110609093002/http://www.dcnr.state.pa.us/info/kinzuabridgereport/body/009.html

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