During the construction of a project we are regulated to "provide periodic visits, on a rational sampling basis". Some trades such as structural steel or wood framing are fairly straight forward since we can see it on a reasonable schedule. The more difficult decision comes for concrete foundations or masonry construction. How do you determine what is reasonable? This has become more difficult in recent years with the amount of deficiencies found during our site visits.
Just looking for another perspective.
Just looking for another perspective.