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2020 Update: This news article is presenting the demolition and replacement of this highly significant historic bridge in the heart of downtown Portland as a preferred option.
The demolition of this bridge, a Joseph Strauss and Gustav Lindenthal masterpiece, would be a horrific scar on Oregon's preservation track record. As one of the core iconic downtown Portland bascule bridges, this would be akin to Pittsburgh demolishing and replacing one of the Three Sisters Bridges. Its ironic when we must consider Pennsylvania showing a greater commitment to preservation than Oregon. Indeed if you read the article the admission is made that rehabilitation (including retrofit for earthquakes) is possible, but apparently being dismissed. This also raises serious concerns for the future of Portland's other surviving historic bridges. What's next for the scrapyard? The Ross Island Bridge? The nationally significant Broadway Bridge?
One of the beautiful and diverse collection of historic bridges in downtown Portland is this impressive bascule bridge. It is an example of a bascule bridge designed by Joseph Strauss, using his under-deck counterweight variety of bridge. As with most other bridges he designed of this type, it features graceful, arch-shaped deck truss bascule leaves. The bridge as a whole was initially designed by Ira G. Hedrick (who in the early 20th Century worked with famous engineer J.A.L. Waddell for a few years) and Robert Kremers, but they were fired and famous engineer Gustav Lindenthal was hired, who then modified the design to his liking and under his direction the bridge as seen today was completed. The double-intersection Warren deck truss approach spans that flank each end of the bascule span are also significant for their uncommon truss configuration. The double-intersection Warren trusses are also subdivided.
An unusual feature of this bridge that is also shared with some other Portland bridges is that the main span (the bascule span) is not the longest span. The double-intersection Warren trusses at 266 feet each are the longest spans, with the bascule span being 213 feet.
Currently, HistoricBridges.org only has a few overview photos of this bridge.
Information and Findings From Oregon's Historic Bridge Inventory
Description 252-ft double-leaf Strauss bascule main span with two 266-ft riveted steel double-intersection Warren deck truss secondary spans and thirty-four steel deck girder approach spans Designer I.G. Hedrick and Robert Kremers (Original Design), Gustav Lindenthal (Lead Engineer), Joseph Strauss (Bascule Design) Builders Pacific Bridge Company Significance One of the lesser known features of the Burnside Bridge is the corruption involved in building it. The county brought in Lindenthal to complete the design and supervise construction after the arrest of Kremers for bribery and collusion, resulting in the replacement of the county commissioners. The bridge replaced a pin-connected steampowered swing span from 1894 that could no longer keep up with the demands of the 1920s motoring public. Due to its location in the middle of downtown, a number of decorative treatments are featured, including a balustrade railing and octagonal Italianate operator's houses designed by Architects Houghtaling and Dougan. Character Defining Features Defining Features: Decorative features, Operator houses, Railings, Structure type, Location Architectural Property Description The Burnside Bridge opened to traffic in May 1926 and spans the Willamette River in downtown Portland, Oregon, at River Mile 12.7, just upstream from the Steel Bridge, within the core of the central commercial district of the city. A steel deck truss with a central, double leaf Strauss bascule, the bridge measures 788 feet long between the abutment walls (i.e., not including the approach spans). The first bascule bridge to rely upon a concrete deck for its movable span, at 5000 tons (according to Wortman, 2000), the Burnside is one of the heaviest bascule bridges constructed in the United States. The Burnside Bridge design was initially the work of Ira G. Hedrick and Robert E. Kremers, with some modification and construction supervision by Gustav Lindenthal. The bridge is owned and maintained by Multnomah County. History The Burnside Bridge, a major element in Portland's multi-bridge bond-funded bridge expansion in the mid-1920s, was completed in May 1926 and is intrinsically linked to the city's long history of transportation and development. Built following a political controversy over its original contract, the span was designed by Ira G. Hedrick and Robert E. Kremers and then, after their removal from the project, modified and constructed under the direction of Gustav Lindenthal. The Burnside Bridge, located at the center point of Portland's character-defining geographic street quadrants, remains a key element in the city and continues to function as originally intended, with high integrity with respect to its original design. One of the busiest bridges, in terms of vehicular traffic, in Oregon, the Burnside Bridge was declared a "Regional Emergency Transportation Route" in the mid-1990s. Nominated under the framework of the Willamette River Highway Bridges MPD and built within the middle period of bridge development as defined by that document, the Burnside Bridge is of statewide significance under National Register eligibility Criterion A, Community Planning and Development and Transportation, for its association with the development of Portland and its transportation network between its construction in 1926 and the close of the period of significance for the MPD document in 1973. The Burnside Bridge is also of statewide significance under Criterion C, Engineering, as one of the heaviest bascule bridges in the United States and as the first such bridge to rely upon a concrete deck surface for its movable span. The Burnside Bridge meets all the general and the necessary specific registration requirements for listing under the MPD. Bibliography ASCE (American Society of Civil Engineers). Joseph Baermann Strauss (http://www.asce.org/PPLContent.aspx?id=2147487405), visited 25-August-2010. Bridge Considered Historic By Survey: Yes |
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