Hi Everyone,
I am having trouble on deciding the approach for designing the abutment cap beam for the bridge that I am working on.
Project Background - Single Span, 2 Through Plate Girder Railroad Bridge
Question and background: So, the plan for the bridge is already finalized. The abutment...
Hello All,
I have a question where I would like all your expert opinions or direction to references that would be helpful.
Background: I am currently working (EIT) for a railroad bridge project and need to analyze the abutment backwalls and drilled shafts. The problem I am having is in...
Hi everyone,
I would like to get some opinion / inputs on a detail that I have put together for stringer repair on a Truss - Floor beam - Stringer system bridge.
A little background info on the bridge - Very Old Steel Truss bridge, Ard 1910's. Currently closed to traffic and, the repair...
Hi Everyone,
Going through a bridge inspection FCM report and came across these defect pictures. Our company has to come up with a repair plan. So, was trying to figure out what really caused them in the first place. Any hep / guidance / reference material would be appreciated.
Thanks...
Hi Everyone,
I work as an EIT and currently working on a bridge repair project for a State DOT. One of the common defects I found while going through the bridge Insp. Reports was cracked weld at the connection plate / vertical intermediate stiffener to top flange or web connection on a twin...
