No value on drawings... General requirements just refer to ACI 318. That is the problem, on-site QC hard to get along with. We will comply this time but I will definitly have it ironed out before we start the next time.
Thanks for all the help
Thanks Daniel,
I am the field engineer for a construction company. We have been told we must keep the spacing between 2"-3" rebar to formwork. We have had spots where there was 4". All are foundations 3' below grade. I just felt that 2"-3" was asking a lot.
Is there code or standard practice that regulates maximum coverage between rebar and forms. I know ACI 318 specifies minimums but I do not see any maximums.