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Analysis of Vessel and Vehicle Queues at Moveable Bridges

by Paul Arnold, Parsons Brinckerhoff Quade &, Douglas, Inc, Seattle, United States,
Youssef Dehghani, Parsons Brinckerhoff Quade &, Douglas, Inc, Seattle, United States,
Richard L. Pereira, Parsons Brinckerhoff Quade &, Douglas, Inc, Seattle, United States,



Document Type: Proceeding Paper

Part of: Microcomputers in Transportation

Abstract:

This paper describes procedures and the analysis developed to evaluate three different replacement options for the existing S.E. 17th Street Causeway moveable bridge which crosses the Intracoastal Waterway in Fort Lauderdale, Florida. The options identified for the bridge replacement were as follows: 1). a fixed-span bridge with a maximum of 85 feet of vertical clearance (height is constrained by other existing structures; 2). a tunnel, and 3) various height options for a higher level moveable bridge.

Subject Headings: Highway bridges | Bridge-vehicle interaction | Bridge tests | Bascule bridges | Traffic management | Movable bridges | Highway engineering | Florida | United States

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