Sellwood Bridge (New) | |
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Coordinates | 45°27′51″N122°39′56″W / 45.46429°N 122.66564°W Coordinates: 45°27′51″N122°39′56″W / 45.46429°N 122.66564°W |
Carries | 2 traffic lanes, pedestrians, cyclists |
Crosses | Willamette River |
Locale | Portland, OR |
Owner | Multnomah County |
Characteristics | |
Design | Deck arch bridge |
Total length | 1,976 ft (602 m) |
Width | 64 ft (20 m) |
Longest span | 465 ft (142 m) |
History | |
Construction cost | $290 million (projected) |
Opened | February 29, 2016 |
Statistics | |
Daily traffic | 30,000 (2005) [1] |
Location | |
The Sellwood Bridge is a deck arch bridge that spans the Willamette River in Portland, Oregon, in the United States. The current bridge opened in 2016 [2] and replaced a 1925 span that had carried the same name. The original bridge was Portland's first fixed-span bridge and, being the only river crossing for miles in each direction, the busiest two-lane bridge in Oregon. [1] The Sellwood Bridge links the Sellwood and Westmoreland neighborhoods of Portland on the east side with Oregon Route 43/Macadam Avenue on the west side. At its east end it leads to Tacoma Street. The bridge is owned and operated by Multnomah County. The original span of 1925 was a steel truss bridge, while its 2016 replacement is a deck-arch-type bridge.
Sellwood Bridge (Old) | |
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Coordinates | 45°27′51″N122°39′58″W / 45.4643°N 122.666°W |
Locale | Portland, Oregon |
Characteristics | |
Design | Truss bridge |
Total length | 1,971 ft (601 m) |
Width | 28 ft (8.5 m) |
Longest span | 300 ft (91 m) |
Clearance below | 75 ft (23 m) |
History | |
Opened | December 15, 1925 |
Closed | February 25, 2016 |
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Designed by Gustav Lindenthal, the first bridge opened on December 15, 1925, at a final cost of $541,000 [3] (equivalent to $6.9 million in 2011). It was 1,971 feet (601 m) long with 75 feet (23 m) of vertical waterway clearance. It had four continuous spans, all of Warren type. [1] The two center spans were 300 feet (91 m) long, and the two outside spans were 246 feet (75 m) each. The girders from the old Burnside Bridge (built in 1894) were reused at each end. The two-lane roadway was 24 feet (7.3 m) wide, and there was a sidewalk along one side.
In the 1960s, a rebuild of the bridge was proposed as part of an east–west freeway that would follow Johnson Creek Boulevard between I-5 and I-205. [4]
In the 2000s, discussions began to intensify over the bridge's condition, which had been deteriorating since the 1960s. [5] Upon discovery of cracks in both concrete approaches in January 2004, the weight limit on the bridge was lowered from 32 tons to 10 tons. [6] This caused the diversion of about 1,400 daily truck and bus trips, [1] including 94 daily TriMet bus trips. Over the few years that followed, there was debate on whether the bridge should be replaced, repaired, closed altogether, or closed for automotive traffic (but left open for pedestrians and bicycles). [5] In April 2005, Bechtel gave Multnomah County an unsolicited plan to replace the bridge through a public-private partnership. [7]
Discussions over possible replacement of the bridge also considered changes that a new bridge might incorporate in order to make the structure more usable for cyclists and pedestrians than the bridge it would replace. The 1925 bridge included no designated space for bicycle traffic, which had grown in more recent decades, and with only a single traffic lane in each direction, there was also very little room for cars to move over when passing bicycles in the roadway. There was a sidewalk on the north side, but its width was a relatively narrow 4 feet 3 inches (1.30 m) and the street light foundations shared space with the sidewalk, making the sidewalk's usable width at those points about 3 feet (36 inches, 91 cm). [8] Allowing for safety clearances, there was less than 2 feet (24 inches, 61 cm) of usable sidewalk. The Bicycle Transportation Alliance listed[ when? ] the Sellwood Bridge as one of the top ten priorities for improving Portland's bicycling. [9]
In July 2007, the Multnomah County Board of Commissioners considered several options for a replacement bridge. At the time, the top option was a 75-foot-wide (23 m) bridge with two car lanes and two transit lanes, running just south of the current bridge, with a projected cost of $302 million. [10] In November 2008, however, the Sellwood Bridge team issued a draft Environmental Impact Statement containing details on five different finalist designs and alignments. [5] In February 2009, the Policy Advisory Group (PAG), based on recommendations provided by a Community Task Force and the public, selected a Locally Preferred Alternative (LPA). The LPA included replacement of the existing bridge with a new bridge, alignment approximately 15 feet south of Tacoma Street, allowing continuous traffic flow at the crossing during construction, a pedestrian-actuated signal at Tacoma Street and SE 6th Avenue, and a signal at the west end interchange. The LPA is 64 feet (or less) wide and consists of two traffic lanes, two bike lanes, and two 12-foot (3.7 m) wide sidewalks. [11] A final Environmental Impact Statement was published in spring 2010, and it was approved by the Federal Highway Administration in July 2010. [12]
After evaluation in 2010 of several different possible designs, a two-lane steel deck arch bridge was chosen for the replacement bridge. This was approved by the Multnomah County Commission on January 27, 2011. [13] [14] The new bridge is strong enough to carry streetcars and the design will include some provisions intended to make the potential installation of a streetcar line across the bridge easier, should city officials later decide to build such a line. Plans to include streetcar tracks were briefly considered in late 2010, but dropped in January 2011 to reduce costs. [15]
In an October 2011 study, the Department of Transportation wrote that the Sellwood Bridge must be replaced 'immediately'. [16] On December 15, 2011, the county received U.S. federal funding sufficient to begin immediate work on a replacement. [17] On July 19, 2012, Multnomah County commissioners approved a $299 million design for a new bridge. [18]
On July 19, 2012, a final design was approved by Multnomah County commissioners. The design is a steel deck arch bridge with pedestrian and bicycle lanes on both sides. Construction was funded with $136 million from the county (raised from a $17 annual vehicle registration fee), $33 million from the federal government, $35 million from the state, and $84.5 million from the city of Portland. [18] Clackamas County was originally to provide some funding due to the bridge’s use by many residents of that county, but that plan was later rejected by voters. [19]
On January 19, 2013, the 6.8-million pound bridge was moved onto temporary steel supports by contractor Omega Morgan. [20] The moved bridge, known as a shoofly bridge, [21] served as a temporary span until the new crossing opened. After more than three years of use on temporary supports, the old bridge closed to traffic permanently on February 25, 2016, and the new bridge opened to traffic on February 29, 2016. [2] In between, on February 27, an opening celebration event took place on the new span with access to pedestrians and cyclists only. Crews began demolishing the original railings and bridge deck once the old span closed, with the process completed in May 2016. The steel trusses were then cut into pieces and lowered onto barges using hydraulic jacks, and the temporary steel supports were dismantled.
The new Sellwood Bridge stretches a total of 1,976 feet (602 m) across the Willamette River. The deck arch design’s longest span is 465 feet (142 m) long and rests on a total of two piers in the water. There are a total of three arches carrying the 64-foot (20 m) wide span. The deck carries two lanes of traffic, bicycle lanes in both directions, and sidewalks on both sides. The architect for the new Sellwood Bridge was Safdie Rabines Architects [22] with T.Y. Lin International serving as Prime Consultant for Final Design. [23] The final design reduced the bridge footprint significantly from early concepts, lowering project costs and minimizing environmental disturbances. The final bridge design is also based on contemporary seismic codes and satisfies both a 475-year return period event for operations and a 975-year return period for safety.
The Steel Bridge is a through truss, double-deck vertical-lift bridge across the Willamette River in Portland, Oregon, United States, opened in 1912. Its lower deck carries railroad and bicycle/pedestrian traffic, while the upper deck carries road traffic, and light rail (MAX), making the bridge one of the most multimodal in the world. It is the only double-deck bridge with independent lifts in the world and the second oldest vertical-lift bridge in North America, after the nearby Hawthorne Bridge. The bridge links the Rose Quarter and Lloyd District in the east to Old Town Chinatown neighborhood in the west.
The St. Johns Bridge is a steel suspension bridge that spans the Willamette River in Portland, Oregon, United States, between the Cathedral Park neighborhood in North Portland and the Linnton and Northwest Industrial neighborhoods in Northwest Portland. It carries the U.S. Route 30 Bypass. It is the only suspension bridge in the Willamette Valley and one of three public highway suspension bridges in Oregon.
The Hawthorne Bridge is a truss bridge with a vertical lift that spans the Willamette River in Portland, Oregon, joining Hawthorne Boulevard and Madison Street. It is the oldest vertical-lift bridge in operation in the United States and the oldest highway bridge in Portland. It is also the busiest bicycle and transit bridge in Oregon, with over 8,000 cyclists and 800 TriMet buses daily. It was added to the National Register of Historic Places in November 2012.
The Fremont Bridge is a steel tied-arch bridge over the Willamette River located in Portland, Oregon, United States. It carries Interstate 405 and US 30 traffic between downtown and North Portland where it intersects with Interstate 5. It has the longest main span of any bridge in Oregon and is the second longest tied-arch bridge in the world. The bridge was designed by Parsons, Brinckerhoff, Quade and Douglas, and built by Murphy Pacific Corporation.
The Burnside Bridge is a 1926-built bascule bridge that spans the Willamette River in Portland, Oregon, United States, carrying Burnside Street. It is the second bridge at the same site to carry that name. It was added to the National Register of Historic Places in November 2012.
The Morrison Bridge is a bascule bridge that spans the Willamette River in Portland, Oregon. Completed in 1958, it is the third bridge at approximately the same site to carry that name. It is one of the most heavily used bridges in Portland. It was added to the National Register of Historic Places in November 2012.
The Marquam Bridge is a double-deck, steel-truss cantilever bridge that carries Interstate 5 traffic across the Willamette River from south of downtown Portland, Oregon, on the west side to the industrial area of inner Southeast on the east. It is the busiest bridge in Oregon, carrying 140,500 vehicles a day as of 2016. The upper deck carries northbound traffic; the lower deck carries southbound traffic. The Marquam also has on and off ramps for Interstate 405 on the south end of the bridge, while the terminus on the east bank of the river is near the interchange with Interstate 84.
The Broadway Bridge is a Rall-type bascule bridge spanning the Willamette River in Portland, Oregon, United States, built in 1913. It was Portland's first bascule bridge, and it continues to hold the distinction of being the longest span of its bascule design type in the world. It was added to the National Register of Historic Places in November 2012.
The Ross Island Bridge is a cantilever truss bridge that spans the Willamette River in Portland, Oregon. It carries U.S. Route 26 across the river between southwest and southeast Portland. The bridge opened in 1926 and was designed by Gustav Lindenthal and honors Oregon pioneer Sherry Ross. It is named for its proximity to Ross Island. Although it looks like a deck arch bridge, it is a cantilever deck truss bridge, a rare type in Oregon.
The Interstate Bridge is a pair of nearly identical steel vertical-lift, Parker through-truss bridges that carry Interstate 5 traffic over the Columbia River between Vancouver, Washington and Portland, Oregon in the United States.
The Yaquina Bay Bridge is an arch bridge that spans Yaquina Bay south of Newport, Oregon. It is one of the most recognizable of the U.S. Route 101 bridges designed by Conde McCullough and one of eleven major bridges on the Oregon Coast Highway designed by him. It superseded the last ferry crossing on the highway.
Interstate 205 (I-205) is an auxiliary Interstate Highway in the Portland metropolitan area of Oregon and Washington, United States. The north–south freeway serves as a bypass route of I-5 along the east side of Portland, Oregon, and Vancouver, Washington. It intersects several major highways and serves Portland International Airport.
Interstate 405 (I-405), also known as the Stadium Freeway No. 61, is a short north–south Interstate Highway in Portland, Oregon. It forms a loop that travels around the west side of Downtown Portland, between two junctions with I-5 on the Willamette River near the Marquam Bridge to the south and Fremont Bridge to the north.
Like transportation in the rest of the United States, the primary mode of local transportation in Portland, Oregon is the automobile. Metro, the metropolitan area's regional government, has a regional master plan in which transit-oriented development plays a major role. This approach, part of the new urbanism, promotes mixed-use and high-density development around light rail stops and transit centers, and the investment of the metropolitan area's share of federal tax dollars into multiple modes of transportation. In the United States, this focus is atypical in an era when automobile use led many areas to neglect their core cities in favor of development along interstate highways, in suburbs, and satellite cities.
Portland is "an international pioneer in transit orientated developments."
The Detroit–Superior Bridge is a 3,112-foot-long (949 m) through arch bridge over the Cuyahoga River in Cleveland, Ohio. The bridge links Detroit Avenue on Cleveland's west side and Superior Avenue on Cleveland's east side, terminating west of Public Square. Construction by the King Bridge Company began in 1914 and completed in 1918, at a cost of $5.4 million. It was the first fixed high level bridge in Cleveland, and the third high-level bridge above the Cuyahoga. At the time of its completion, the bridge was the largest steel and concrete reinforced bridge in the world.
The Vista Bridge is an arch bridge for vehicles and pedestrians located in Portland, Oregon, United States. It connects the areas of King's Hill and Vista Ridge which are both in the Goose Hollow neighborhood. The MAX Light Rail line and Jefferson Street/Canyon Road travel under the bridge, and Vista Avenue crosses the bridge.
The Sauvie Island Bridge crosses the Multnomah Channel of the Willamette River near Portland, Oregon, United States. The original Parker truss bridge, built in 1950 with a 200-foot (61 m) main span, was replaced with a tied arch bridge with a 360-foot (110 m) span in 2008 due to cracks discovered in 2001.
Tilikum Crossing, Bridge of the People is a cable-stayed bridge across the Willamette River in Portland, Oregon, United States. It was designed by TriMet, the Portland metropolitan area's regional transit authority, for its MAX Orange Line light rail passenger trains. The bridge also serves city buses and the Portland Streetcar, as well as bicycles, pedestrians, and emergency vehicles. Private cars and trucks are not permitted on the bridge. It is the first major bridge in the U.S. that was designed to allow access to transit vehicles, cyclists and pedestrians but not cars.
The Van Buren Street Bridge is a swing span, steel motor vehicle bridge spanning the Willamette River at Corvallis in the U.S. state of Oregon. Opened in 1913, the black colored bridge was the first bridge across the river at Corvallis and is now the third oldest bridge across the river. Owned by the state and maintained by the Oregon Department of Transportation (ODOT), the 708-foot (216 m) long span is of a through truss design and carries one lane of traffic of Oregon Route 34 eastbound from Corvallis into neighboring Linn County. The bridge no longer is able to swing open.
The Madison Street Bridge, or Madison Bridge, refers to two different bridges that spanned the Willamette River in Portland, Oregon, from 1891 to 1900 and from 1900 to 1909. The bridges connected Madison Street, on the river's west bank, and Hawthorne Avenue, on the east bank, on approximately the same alignment as the existing Hawthorne Bridge. The original and later bridges are sometimes referred to as Madison Street Bridge No. 1 and Madison Street Bridge No. 2, respectively. The second bridge, built in 1900, has alternatively been referred to as the "rebuilt" Madison Street Bridge, rather than as a new bridge, because it was rebuilt on the same piers. Both were swing bridges, whereas their successor, the Hawthorne Bridge, is a vertical-lift-type.