Lessons from the Collapse of the Schoharie Creek Bridge
by Chris Storey and Norbert Delatte, M.ASCE
pp. 158-167, (doi 10.1061/40692(241)18)
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| Document type: |
Conference Proceeding Paper |
| Part of: |
Forensic Engineering (2003) |
| Abstract: |
The Schoharie Creek Bridge collapsed on the morning of April 5, 1987 after three decades of service, during a near record flood. The collapse of pier three caused two spans to fall into the flooded creek. Five vehicles fell into the river, and ten occupants died. Over time, the backfill material around pier three had gradually eroded and been replaced by waterborne deposits. In the flood, scour undermined and cracked the pier. Bridges across waterways must be designed structurally not only to carry their own weight and traffic loads, but also to resist the hydraulic forces imposed by rivers and other bodies of water. Moreover, the construction of the bridge abutments and piers alters the river’s flow, and may lead to new patterns of erosion and deposition. The collapse of the Schoharie Creek Bridge illustrates the importance of designing bridge piers to resist scour. The case also suggested some important changes to bridge inspection, maintenance, and management practices. |
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