So would you consider a contol joint be in the parameters of cracked concrete? Is there a limit to how deep or wide the control joint can be? I just want to make sure that even if I specify a mechanical anchor for cracked concrete that my conditions qualify at a control joint. Thanks.
Does anyone know what defines cracked concrete? How wide and deep can the crack be? I want to specify a mechanical anchor at a joint or crack in the concrete but I'm not sure how wide of a crack is too wide for it to qualify. Any suggestions? Thanks.