this post was submitted on 29 Feb 2024
16 points (100.0% liked)

Engineering

735 readers
1 users here now

A place to geek out about engineering, fabrication, and design. All disciplines are welcome. Ask questions, share knowledge, show off projects you're proud of, and share interesting things you find.

Rules:

  1. Be kind.
  2. Generally stay on topic.
  3. No homework questions.
  4. No asking for advice on potentially dangerous jobs. Hire a professional. We don't want to be responsible when your deck collapses.

The community icon is ISO 7000-1641.

The current community banner image is from Lee Attwood on Unsplash.

founded 1 year ago
MODERATORS
 

​We determine​d that the probable cause of the collapse of the Fern Hollow Bridge in Pittsburgh, Pennsylvania, was the failure of the transverse tie plate on the southwest leg of the bridge, a fracture-critical member (nonredundant steel tension member), due to corrosion and section loss resulting from the City of Pittsburgh’s failure to act on repeated maintenance and repair recommendations from inspection reports. Contributing to the collapse were the poor quality of inspections, the incomplete identification of the bridge’s fracture-critical members (nonredundant steel tension members), and the incorrect load rating calculations for the bridge. Also contributing to the collapse was insufficient oversight by the Pennsylvania Department of Transportation of the City of Pittsburgh’s bridge inspection program.

The full NTSB summary is here, along with links to more pictures and their full board meeting summary: https://www.ntsb.gov/investigations/Pages/HWY22MH003.aspx

you are viewing a single comment's thread
view the rest of the comments
[–] [email protected] 2 points 8 months ago