~ Cored slab units did not appear to have significant damage from below.
~ The bridge had an asphalt overlay with evidence of repairs over the joints
~ There was evidence of some leaking over the joints
~ The substructure appeared to be deficient.
~ Sheet flow of drainage over the side of cored slab units did not appear to affect the exterior faces of the cored slab units.
~ The Structure Design will develop policy on when a concrete overlay should be considered.
~ In addition, the department will conduct further investigations of cored slab bridges in service
~ The Bridge Maintenance Unit will assemble a list of cored slab bridges.