The new SR 56 bridge over Brock Creek is proposed to be a 2-span (46’-9”, 46’-9”) haunched, reinforced concrete slab structure that will match the existing in total length.  A minor profile grade raise will occur at the structure to satisfy the hydraulic & geometric requirements. The typical roadway section at the bridge will consist of two-12’ travel lanes with a 2’-1″ minimum curb offset (north side), a 4’-1″ minimum shoulder (south side), and a 6’-8” sidewalk along the north side.  The proposed bridge railing is a PS type along the north side and a PF type along the south side. The PS & PF railings are open tube type railings that will provide a view up and down the stream.  The proposed clear roadway width will be 31’-4” and the total out-to-out bridge width will be 40′-0”.