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Henley - A Historic Connection


  • The bridge is classified as structurally deficient with deteriorated concrete, deteriorated decks over each of the four main spans, and deteriorated floor beams. The bridge does not meet current safety standards.

  • The main arches and piers are the only salvageable components of the original structure. All other
    components will need to be removed and replaced due to excessive degradation. Those include the deck, sidewalks, railings, girders, floor beams, spandrel columns to the top of the existing concrete arches, upper portions of the abutments and piers, wing walls, and roadway approach slabs.