What Can We Learn from the Fatal FIU Pedestrian Bridge Collapse?
Top image: March 10, 2018: The 950-ton span of Miami’s Florida International University pedestrian bridge was lowered into permanent position
Lower image: March 15, 2018: The bridge—still under construction—collapsed, killing six and injuring 10
• • •
Original design of the bridge: National Transportation Safety Board
Hailed as a “construction marvel” and the “first-of-its-kind pedestrian bridge,” the 174-foot section of the pedestrian bridge at Florida International University (FIU) was being constructed to connect the university with the city of Sweetwater, allowing students safe passage in crossing above multiple lanes of traffic as well as a canal on their way to campus.
It was no secret that FIU considered the structure using Accelerated Bridge Construction (ABC) a feather in its cap. The bridge’s cable design was truss-supported and constructed of concrete—rather than steel, which is more common in such structures.
The NTSB Report: Errors upon Errors
In its final report, the National Transportation Safety Board (NTSB) identified 30 findings. Construction Dive reported that the NTSB’s “findings, foreshadowed by an earlier report from OSHA’s Office of Engineering Services, laid the majority of blame on the span’s design but also revealed major gaps in the project’s construction and safety protocols.” Here is the earlier 2019 report from OSHA.
CBS News reported that “two firms involved in the construction have been . Munilla Construction Management (MCM) — a federal military contractor for the U.S. Army and Navy — partnered with the FIGG Bridge Group to complete the bridge. FIGG has contracts with the Kennedy Space Center and NASA. FIGG was targeted by NTSB for many of its 30 findings.
Listen to this voicemail—from six days prior to the disaster—released by Florida DOT, revealing comments about cracks in the bridge left by an engineer on the FIU bridge job.
Credit: Munilla Construction Management / NTSB
What Does the NTSB’s Final Report Tell Us?
Among the NTSB findings:
- FIGG underestimated load and overestimated capacity in its calculations, especially at the 11/12 nodal area. This area exhibited the cracking that was 40 times greater that usually found in concrete construction.
- Louis Berger, FIGG’s consultant group, was identified as responsible for the lack of peer review and attributed by NTSB—along with other project partners—to have played a significant role in failing to raise the alarm and act in the presence of the huge cracks.
- Louis Berger was not Florida DOT-qualified to perform an independent review. (Construction Dive reported that “Louis Berger reportedly lowered its original bid amount and therefore did not have the budget sufficient to evaluate the bridge nodes or to perform inspections at different stages of construction.”)
- Florida DOT was advised to “revise its ‘Plans Preparation Manual’ to require an independent peer review of design calculations used for all nodal forces for certain bridge types” (Construction Dive).
Read the final NTSB report. See the key participants in the construction of the FIU pedestrian bridge.
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