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- W1994656540 abstract "On October 27, 2008, Span 1 of the Robinson Road Bridge, being constructed to cross over Interstate 84 in Nampa, Idaho, collapsed. The bridge was being constructed in a staging area on temporary falsework supports and, after completion, was to have been transported to its final location on completed abutments and piers by a self-propelled modular transport (SPMT) device. Fourteen construction workers were on the elevated span when it fell and they sustained various injuries. Wiss, Janney, Elstner Associates, Inc. (WJE) was hired to determine the cause of the collapse. This paper will focus on the investigation of the falsework collapse and present findings of cause, which concluded that a critical lack of effective bracing of falsework transfer beams caused the collapse. A discussion of falsework bracing requirements and methods of analysis of effectively unbraced beams is presented." @default.
- W1994656540 created "2016-06-24" @default.
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- W1994656540 date "2012-11-13" @default.
- W1994656540 modified "2023-09-28" @default.
- W1994656540 title "Collapse of Robinson Road Bridge Falsework" @default.
- W1994656540 doi "https://doi.org/10.1061/9780784412640.007" @default.
- W1994656540 hasPublicationYear "2012" @default.
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