Make sure you witness the cable tensioning. Put on safety glasses and a hard hat and watch the gauge get to the designed tension on every one.
As an engineer I'm surprised an engineer would tell you off the record that it's probably fine. It's clearly not fine. It's as bad a slab pour as most people in the industry have ever seen.
I don't think you need an engineer to tell you that it's not per plan. It's obviously not per plan. Tell your builder you won't accept it. They need to work it out with the plant as to whose fault it is and you need a new slab.
To have that convo you have to be willing to walk.
As an engineer I'm surprised an engineer would tell you off the record that it's probably fine. It's clearly not fine. It's as bad a slab pour as most people in the industry have ever seen.
I don't think you need an engineer to tell you that it's not per plan. It's obviously not per plan. Tell your builder you won't accept it. They need to work it out with the plant as to whose fault it is and you need a new slab.
To have that convo you have to be willing to walk.