Borello, D. J., Andrawes, B., Hajjar, J. F., Olson, S. M., Hansen, J., & Buenker, J. (2009). Forensic collapse investigation of a concrete bridge with timber piers (Report No. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013). Illinois Center for Transportation. https://rosap.ntl.bts.gov/view/dot/16718
Borello, Danniel J., Bassem Andrawes, Jerome F. Hajjar, Scott M. Olson, James Hansen, and Jason Buenker. Forensic collapse investigation of a concrete bridge with timber piers. Report no. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013. Illinois Center for Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/16718.
Borello, Danniel J., et al. Forensic collapse investigation of a concrete bridge with timber piers. Illinois Center for Transportation, 2009, Report no. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013, ROSA P. https://rosap.ntl.bts.gov/view/dot/16718.
This report outlines the forensic investigation of the collapse of Bridge No. SN 019-5010 in DeKalb County,
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Illinois on August 19, 2008. The bridge consisted of three 42 feet precast prestressed concrete deck beams
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simply-supported by concrete pile caps with a timber pile foundation. Assessment based on site investigation, in
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situ readings, and analysis indicated that a geotechnical or superstructure failure may be ruled out. Samples of
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the oak timber piles were retrieved and tested under pure compression as well as combined compression and
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flexure. Laboratory testing results of these specimens were used to calibrate an analytical model of a full-scale
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single timber pile. The analytical model considered both symmetrical and unsymmetrical loading of the bridge.
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The results of the analytical model were used to determine the required live load to initiate collapse. The results
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of the investigation indicate that structural overload, leading to fracturing of the timber piles in combined
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compression and flexure, is the likely reason for the bridge failure.
Borello, D. J., Andrawes, B., Hajjar, J. F., Olson, S. M., Hansen, J., & Buenker, J. (2009). Forensic collapse investigation of a concrete bridge with timber piers (Report No. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013). Illinois Center for Transportation. https://rosap.ntl.bts.gov/view/dot/16718
Borello, Danniel J., Bassem Andrawes, Jerome F. Hajjar, Scott M. Olson, James Hansen, and Jason Buenker. Forensic collapse investigation of a concrete bridge with timber piers. Report no. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013. Illinois Center for Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/16718.
Borello, Danniel J., et al. Forensic collapse investigation of a concrete bridge with timber piers. Illinois Center for Transportation, 2009, Report no. FHWA-ICT-09-042;ICT-09-042, UILU-ENG-2009-2013, ROSA P. https://rosap.ntl.bts.gov/view/dot/16718.
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ensure public access to scientific information.
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