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I am just trying to find out why so many concrete freeway overpasses in my area have almost 2 feet wide gaps in between sections of pier caps, running vertically through the girder and deck locations?
Yes I am working on it. Will upload full course of Bridge Engg i.e. Traffic studies, live load analysis and Bridge design of Slab Bridge, T-beam and Pre stressed Girder bridges
Hi, do we need to do de-stressing for the psc girders bridge prior to start demolition works?? Or can we directly hit the psc girders from one end to start demolition without de-stressing.