We are not the EOR but came in on a large tilt-up facility where there has been some big issues with slab differential movement on a ductilcrete slab. No reinforcement was used and no dowels appear to be used at construction joints. It just looks like sawcuts were made at the column grid spacing. Contractor didn't appear to dowel the slab into the wall at all either. Looks pretty though...
Just curious what others know as I can't find anything other than sales brochures online.
Thanks! First Post!