What can cause this type of cracking? My first guess is lack of adequate shear reinforcement or some eccentric loading based on the anchor bolt/column configuration. The piers were constructed in 2009 and designed by someone else. Piers are 5'-0" in diameter with #4 ties at 12" O.C. vertical...
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Going back to this thread and I had an issue on site with the Contractor, Concrete Testing Agent, and Concrete Supplier/QC person while on site.
Our specification states we need a MINIMUM of (1) test for slump and air content per ASTM guidelines which state to perform these test in the...