I have a project where I need to determine the additional capacity of some historic double tees (circa 1970). I have identified the shape on the older PCI load table but depending on the strand pattern, the new loading may or may not be acceptable. I reached out to my GPR guy to see if he has...
I was called out to inspect a interior mezzanine in a retail stock room where there were cracks in the concrete deck. The owner wants to know if the cracks can be cosmetically repaired or the slab needs replaced. Upon looking at it, there were mapped pattern cracks all over. A few cracks had the...
