I am looking for reference that it is allowed to cut the placing of concrete specifically for foundation of bridge designed as combined footing. MANY THANKS
Thank you very much.but upon reading it doesn't directly state that it is allowed. Rather provision was set. Thus, the answer is directly no unless you will treat the cold joint. But isn't it unmonolithic pouring will compromise the strength specifically the designed depth which is crucial parameter in our design?anymore thoughts about this?