French Prairie Bridge ProjectAbout the Project

Filling a gap in regional transportation infrastructure

Currently, the only bridge crossing in a 30-mile stretch of the Willamette River in the south Portland metro area is the I-5 Boone Bridge. The shoulder of the Boone Bridge serves as the only accessible bridge crossing by foot or bike. This frequently congested bridge carries over 120,000 vehicles every day—nearly a third of which are large trucks—and provides cyclists and pedestrians with no separation from traffic.

In instances where there is an accident or other traffic disruption, back-ups on I-5 can impact emergency response time and secondary responders working to clear the road can have difficulty getting to the accident site.

Addressing local connectivity

The French Prairie Bridge Project is the result of community conversations and planning efforts that identified the need for a safe bicycle and pedestrian crossing of the Willamette River more than 20 years ago. Learn more about the Project History.

This safe bike/pedestrian crossing would improve connectivity to both planned bike/ped trails and existing roads. An interconnected bike/ped system would provide a seamless route connecting the Portland-area Intertwine Trail Network and Ice Age Tonquin Trail with the Willamette Valley Scenic Bikeway. It would also provide an alternative to I-5 for residents south of the river who commute to Wilsonville for work.

Project Status

The currently funded French Prairie Bridge Project led by the City of Wilsonville in partnership with Clackamas County, Metro, and the Oregon Department of Transportation is scheduled to take place between fall 2016 and early 2019.

At the completion of this preliminary design project, the City of Wilsonville and regional partners will have the information needed to determine whether to pursue final design and construction of the French Prairie Bridge. This includes identifying the preferred bridge design, potential environmental and community impacts, and cost estimates for completing project design and construction.

Building on the work of a technical team and task force and public input, the Wilsonville City Council and Clackamas Board of County Commissioners selected a preferred alignment in May 2018. The project team is now working to identify five preliminary bridge design types for public review.

French Prairie Bridge Project Schedule

Project Milestones

The process of planning and developing preliminary designs for the bridge will be organized around five milestones:

Establish Evaluation Criteria (complete)

Evaluation criteria serves as a tool for comparing alternatives and making decisions about the bridge. The criteria were finalized after obtaining public input on the goals and objectives for the project.

Select Bridge Landing Points (complete)

Three potential bridge alignments located between the I-5 Boone Bridge and the Portland and Western Railroad Bridge were assessed based on the evaluation criteria. The Wilsonville City Council and Clackamas Board of County Commissioners (selected) the preferred alignment (known as W1) after considering public feedback and the recommendation of the project Technical Advisory Committee and Task Force.

Bridge Alignments Considered

Alignment W1 - (selected)

Alignment W1 is located at the far west edge of the project area, adjacent to the Portland and Western Railroad facility. The north end of the path connects to the west shoulder of SW Boones Ferry Road in Boones Ferry Park. The south end of the path connects to NE Butteville Road opposite the Boones Ferry Boat Launch parking lot.

The path through the W1 alignment corridor is approximately 2,000 feet long. The main span crossing of the Willamette River is approximately 750 feet in length. The total bridge length, including approach spans, is anticipated to be approximately 1,200 feet long. Retaining walls are anticipated to minimize property impacts at both ends of the alignment.

Alignment W1

Alignment W2

Alignment W2 is located roughly in the middle of the project area. The north end of the path connects to the south shoulder of SW Tauchman Street east of SW Magnolia Avenue. The south end of the path connects to NE Butteville Road south of NE River Vista Lane.

The path through the W2 alignment corridor is approximately 1,900 feet long. The main span crossing of the Willamette River is approximately 700 feet in length. The total bridge length, including approach spans, is anticipated to be approximately 1,200 feet long. Retaining walls are anticipated to minimize property impacts at both ends of the alignment.

Alignment W2

Alignment W3

Alignment W3 is located at the far east edge of the project area. The north end of the path connects to the south shoulder of SW Tauchman Street at the entrance to the waste water treatment plant. The south end of the path connects NE Butteville Road, well south of NE River Vista Lane.

The path through the W3 alignment corridor is approximately 2,550 feet long. The main span crossing of the Willamette River is approximately 800 feet in length. The total bridge length, including approach spans, is anticipated to be approximately 1,000 feet long. The second bridge is approximately 140 feet long. Retaining walls are anticipated to minimize property impacts at the north end of the alignment.

Alignment W3

Identify Top Two Preferred Bridge Types

Bridge types representing a range of styles and costs will be considered based on the selected bridge location. The Clackamas Board of County Commissioners and Wilsonville City Council will select two of the alternatives for further study after listening to public feedback and the recommendation of the project Task Force.

Select Preferred Bridge Type

Photo realistic renderings and additional analysis of the top two bridge type alternatives will be prepared. The Clackamas Board of County Commissioners and Wilsonville City Council will select the preferred bridge type after reviewing public comments.

Complete Conceptual Design Plans

Once a preferred bridge type is selected, the engineering team will develop the conceptual design and cost estimate for the bridge structure and its connection points on each side of the river.