General Information
Project Type
Function / usage: |
Road bridge |
---|---|
Structure: |
main bridge: Through arch bridge |
Material: |
main bridge: Steel bridge |
Structure: |
approach viaducts: Rigid frame bridge with V-shaped legs |
Material: |
approach viaducts: Concrete bridge |
Location
Location: |
Waldport, Lincoln County, Oregon, USA |
---|---|
Replaces: |
Alsea Bay Bridge (1936)
|
Coordinates: | 44° 26' 5.75" N 124° 4' 25.68" W |
Coordinates: | 44° 25' 42.30" N 124° 4' 2.60" W |
Technical Information
Dimensions
total length | 750 m | |
clearance | 21.34 m | |
arch | height | 27.43 m |
span | 137.16 m |
Materials
arch |
steel
|
---|---|
deck of approach viaducts |
prestressed concrete
|
Excerpt from Wikipedia
The Alsea Bay Bridge is a concrete arch bridge that spans the Alsea Bay on U.S. Route 101 (US 101) near Waldport, Oregon.
History
There have been two bridges on this site.
The first bridge was designed by Conde McCullough and opened in 1936. It was a 3,011 feet (918 m) long, reinforced-concrete combination deck and through arch bridge built in 1936.
The hostile environment caused significant corrosion to the steel reinforcements. In 1972 the Oregon Department of Transportation began projects aimed at extending the life of the bridge. By the mid-1980s it was decided to replace the bridge rather than continuing costly rehabilitation efforts. The first bridge was demolished in 1991. Construction of the second bridge, designed by HNTB, began in 1988, and it was opened in the fall of 1991 at a cost of $42.4 million. The bridge is 2,910 ft (890 m) in total length, with a 450 ft (140 m) main span that provides 70 ft (21 m). of vertical clearance. The bridge has a latex concrete deck and the piers are significantly thicker than normal in an attempt to thwart corrosion. Its life expectancy is 75 to 100 years.
Text imported from Wikipedia article "Alsea Bay Bridge" and modified on July 23, 2019 according to the CC-BY-SA 4.0 International license.
Participants
- Walter Hart (bridge engineer)
- DGES Consulting Engineers
- David Goodyear (erection engineer)
- Buckland & Taylor Ltd. (formwork)
- DGES Consulting Engineers
- David Goodyear (erection engineer)
Relevant Web Sites
- About this
data sheet - Structure-ID
20006865 - Published on:
14/11/2002 - Last updated on:
29/03/2020