Having a garage built 26x38. Footings and slab (engineered) in an area that freezes (Canada). During the pour the 3rd cement truck was not mixed properly and had to abort. they ended up leaving a hole in the middle of the floor approx 8 ft diameter with the re-bar and gravel exposed in the area. As this should be a monolithic slab will it pass inspection when filled? I am told they will use a different type of concrete so it adheres without the edges cracking? the slab has cured and the hole hasn't been filled. thoughts?

