~ Deck had a lot of surface type crazing cracks.
~ Over the bents, the deck was saw cut and silicone filled.
~ Lack of tooled contraction joints on 2BMR parapet had resulted in cracks in the parapet.
~ The bridge skew was set with flood flow direction not the normal flow direction.
~ The bridge was re-scoped and lengthened to bridge the surrounding wetlands. The skew could have been eliminated for the longer bridge.
~ This project demonstrated that in some situations the link slab is a viable alternative to a continuous for live load diaphragm.