As the only connection between Minnesota and Wisconsin for several miles, traffic on the Minnesota side of the bridge often backed up for many blocks down Stillwater’s Main Street. This was compounded during times when the bridge was raised to accommodate boating traffic.
To combat the traffic congestion, MnDOT created the St. Croix River Crossing project. The project called for a new, four-lane, high speed bridge less than a mile south of the historic lift bridge. The St. Croix Crossing Bridge now connects MN TH 36 and WI STH 64, bypassing the congested route through downtown Stillwater. After the completion of the project, plans called for the original lift bridge to be closed down and converted to bicycle/pedestrian use as part of a trail system connecting both sides of the river.
The Stillwater lift bridge – connecting the City of Stillwater on the west banks of the Mississippi River to the City of Houlton, Wisconsin on the east – is one of only six vertical lift span bridges built in Minnesota and Wisconsin, and one of just three remaining today. The bridge was originally built in 1931 as a 10-span, two-lane highway connecting Minnesota and Wisconsin, carrying both vehicles and pedestrians. The current bridge has seven, 140-foot, steel, riveted, Parker truss spans, including the vertical lift span. There are two reinforced-concrete approach spans on the west and a rolled-beam span on the east. At the west approach to the bridge is a reinforced-concrete circular concourse, designed with a classical revival architectural treatment. The concourse is integrated with the west approach spans in materials and design, including a continuous and open-balustrade railing.
The bridge, including the concourse, is listed in the National Register of Historic Places (National Register). The concourse is included in the Stillwater Commercial Historic District (also listed in the National Register). The bridge and concourse together reside within the Stillwater Cultural Landscape District (determined eligible for the National Register).
The Stillwater lift bridge project included design and planning for repairs to the bridge’s steel trusses, concrete substructures, concrete railing and deck, mechanical elements, electrical elements, and the restoration of the concrete approach concourse. The project also converted the bridge from a vehicular bridge to a bike/pedestrian facility. The SEH project team provided detailed analysis and design, bridge ratings, cost estimating, construction engineering, and plans and specifications.
When the bridge was originally built, its truss members were painted a natural green color. But in 1942 the entire span was painted an industrial grey, the color it remained until the pedestrian conversion project. As part of the project, plans called for the bridge to be repainted back to its historic green color. The railings remain silver, as they were originally.
Spans three and five of the bridge each include an 82-foot tower to accommodate the lift span and counterweight system. The vertical lift span itself (span four) is a 140-foot, seven panel Parker through truss design. The lift mechanism design itself is known as a Waddell and Harrington vertical lift, named for the early 20th Century engineering company of the same name. The span is raised and lowered by up-haul and down-haul steel ropes. To ensure easy movement, the span is counterweighted by concrete blocks that travel up and down within the tower framework. The span is connected to the counterweights with steel ropes carried on steel sheaves at the tops of the tower.
A gasoline engine originally supplied the power for the up- and down-haul ropes and was replaced by a 25-horsepower electric motor in 1980 and subsequently replaced by a new motor in 2005. Much of these systems had to be repaired or upgraded as part of the project.
To keep vehicles and pedestrians from accessing the bridge when the lift span is raised, the bridge also included a gate system with warning lights and bells. There were two gate systems, one for vehicles and one for pedestrians. As part of the conversion process, the vehicular gates were removed and the pedestrian gates were upgraded. To replace the pedestrian gate, the SEH design team replicated the first safety gates originally installed in 1940.
The Minnesota side of the bridge includes a concrete-reinforced concourse. The materials and Classical Revival architectural treatment of the concourse is integrated into the bridge itself. The circular concourse is approximately 94 feet in diameter and includes four reinforced-concrete retaining wall segments around the outside edge. The concourse was reconstructed to match its original form. The wall segments are topped with open-balustrade railings, sidewalks and curbs. Eight concrete railing posts carry ornamental metal lights that replicate the lights depicted in the original 1930 plans. The bridge’s south railing includes the installation of replica lights.
Overall, the completed project has provided both Minnesota and Wisconsin pedestrian residents and visitors alike a unique, picturesque way to experience the St. Croix River Valley.
Stillwater Lift Bridge Pedestrian Conversion
City of Stillwater, Minnesota
Minnesota Department of Transportation (MnDOT)