A client has asked me to provide structural engineering for a detention vault. It's roughly 28' x 35' x 8' tall. The vault will be cast in place concrete with a hollow core lid. However, in order to accomodate a fairly large access door, one strip of the vault lid will likely be mildly...
I'm looking for a source for generic spalled concrete repair details. At a former firm I remember a reference manual that had some isometric drawings showing how to remove the concrete around the corroded bar and how to clean the bar up and patch it. It also gave recommendations for the repair...
