Rehabilitation Design of a Bascule Bridge – Including Jacking Up an 800-Ton Bascule Leaf
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Published:2007
Yuhe Yang, William B. Lyall, Eric R. Kelley, Kongsak Pugasap, 2007. "Rehabilitation Design of a Bascule Bridge – Including Jacking Up an 800-Ton Bascule Leaf", Bridge design, construction and maintenance: Proceedings of the two day international conference organised by the Institution of Civil Engineers and held in Beijing on 17–18 September 2007, Robert Lark
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The 904-foot Hylebos Waterway Bridge was constructed in 1939 and spans the Hylebos Waterway in Tacoma, Washington (USA). It consists of east and west approaches and a 290-foot double-leaf trunnion bascule span crossing the waterway.
This bridge was inoperable after a drive shaft on the east bascule leaf failed in early 2001. In 2004, a fire damaged the main trunnion girder and bearings inside the east bascule pier.
This project includes replacing both approach structures and restoring the bascule main span to operational condition. Project components include:
Replacing the fire-damaged trunnion bearing
Modifying the pinion support system to meet current design code
Seismically retrofitting the bascule leaf structures
Overhauling the bascule mechanical driving and electrical control systems; and
Replacing both approaches.
Environmental regulations restrained construction activities, and because the bascule leaf weighed approximately 800 tons, replacing the bearings was a chaUenge. A tight inwater construction window and weak structure layer in the bascule pier's lower portion further complicated the repair effort. The design team developed unique solutions to these challenges and gained valuable experience in rehabilitating movable bridges.
Abstract
Project Description
Existing Bridge and its Deficiencies
Unique Challenges
Design Solutions
Future Consideration
