In many ways, the design of the Sellwood Bridge was inadequate from the day it opened. Even for its time the bridge was narrow, having only two lanes, no shoulders or median, and one four foot sidewalk.

A steel plate and rods attached to the deteriorating concrete on the underside of the bridge.
Span 27 reinforcement
Wide steel bars running diagonally from the underside of the bridge to the ground.
Bracing at Span 27
A side view of the bridge, showing uneven sections of concrete railing.
Sagging evident in bridge railing
The narrowness of the Willamette River, which originally made the bridge location so attractive and cost-effective, was the result of an ancient and active landslide which is gradually pushing eastward from the West Hills. In the late 1950s the hill slid several feet toward the bridge, and in the 1960s it was necessary for the county to remove a 1½ foot section of the west side approach span in order to alleviate pressure on the structure. Diagonal supports were added to the west end of the bridge in 1961 to add rigidity to the structure as the movement of the land pushed the foundations towards the river. Over time, settling from ground movement has caused several of the bridge columns to twist, creating visible sagging in the bridge structure.

The New Sellwood Bridge

Work to replace the Sellwood began in 2006 as a planning effort to develop a community-supported solution to address the long-term transportation deficiencies posed by the deterioration of the bridge. As part of this work, Multnomah County prepared an Environmental Impact Statement (EIS) that summarized major environmental impacts, community concerns and considered alternative solutions.

A preferred alternative was selected in 2009, calling for a new bridge to be built on the same alignment. The new bridge would be 64-feet wide at its narrowest point, with two 12-foot travel lanes, two 12-foot shared use sidewalks, and two 6.5-foot bike lanes/emergency shoulders.

At their January 27, 2011 meeting, the Multnomah Board of County Commissioners agreed with the recommendation of the project committees and approved a steel deck arch bridge type for the replacement Sellwood Bridge.

The bridge was designed by T.Y. Lin International (San Francisco) and built by Slayden/Sundt, a joint venture of Slayden Construction Group (Stayton, Oregon) and Sundt Construction (Tempe, Arizona).

Work on the new bridge began in summer 2012 . The main truss spans of the original Sellwood Bridge continued to see service as part of a detour bridge set on new piers during the construction of the replacement bridge. When the new bridge was opened,  the steel and concrete of the old Sellwood Bridge were recycled, continuing the cycle of re-use that started when parts of the old Burnside Bridge were used to build the Sellwood Bridge in 1925.

Previous: Construction and Dedication | Back to Start: Sellwood Bridge History