Although built in 1960, this bridge still retains the complex geometric beauty and span variety more typical of older bridges with its use of pony truss stiffening on its three main suspension spans and a combination of Warren deck truss and deck plate girder approach spans. The bridge approaches have a curved design, which gives the bridge a unique appearance and can result in some interesting photos from certain angles that show this curved design. Evidence of its 1960 construction is evident however due to its lack of v-lacing or lattice on the members and beams of the bridge. The bridge was designed and built by famous firms with Modjeski and Masters as the engineer and the American Bridge Company as the builder. Cable bents are present where the orientation of the main cables change and are directed straight down into the anchorages. Compared to many suspension bridges where anchorages are massive and rise right up to the deck level, the anchorages on this bridge have a small appearance and do not rise up to the deck level, and instead have concrete piers sitting on top of them to hold the spans above. According to the American Bridge Company, the main towers for this bridge are 243 feet (74 meters) tall. The cable bents are 106 feet (32 meters) tall. The truss spans are 15 feet (4.57 meters) deep and 36 feet (11 meters) wide. The two main cables are 11.75 inches (286 millimeters) in diameter composed of 37 wire rope strands. The main cables have an aluminum filler and wrapped with number nine wire.
This bridge is tagged with the following special condition(s): Unorganized Photos
Coordinates (Latitude, Longitude):
Search For Additional Bridge Listings:
© Copyright 2003-2023, HistoricBridges.org. All Rights Reserved. Disclaimer: HistoricBridges.org is a volunteer group of private citizens. HistoricBridges.org is NOT a government agency, does not represent or work with any governmental agencies, nor is it in any way associated with any government agency or any non-profit organization. While we strive for accuracy in our factual content, HistoricBridges.org offers no guarantee of accuracy. Information is provided "as is" without warranty of any kind, either expressed or implied. Information could include technical inaccuracies or errors of omission. Opinions and commentary are the opinions of the respective HistoricBridges.org member who made them and do not necessarily represent the views of anyone else, including any outside photographers whose images may appear on the page in which the commentary appears. HistoricBridges.org does not bear any responsibility for any consequences resulting from the use of this or any other HistoricBridges.org information. Owners and users of bridges have the responsibility of correctly following all applicable laws, rules, and regulations, regardless of any HistoricBridges.org information.