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West Jefferson Avenue/Rouge River Bridge

National Register
West Jefferson Avenue/Rouge River Bridge — West Jefferson Avenue Bridge, River Rouge, Wayne County, Michigan
Charlene K. Roise, Photographer
September 1995
BoH #
Inside SE Leaf, Facing E
8563-27A (historic photo, Detroit)

Historic Photo, sourced from the National Register of Historic Places filing

West Jefferson Avenue Bridge, River Rouge, Wayne County, Michigan Charlene K. Roise, Photographer September 1995 BoH # Inside SE Leaf, Facing E 8563-27A

West Jefferson Avenue/Rouge River Bridge — West Jefferson Avenue Bridge, River Rouge, Wayne County, Michigan Charlene K. Roise, Photographer September 1995 BoH # Inside SE Leaf, Facing E 8563-27A. Architect: Stroebel Steel Const. Co.; Missouri Valley Bridge and Iron Co.; Designer: Wayne County Road Comm.; (Hugh E. Young. Detroit, Michigan.

National Register of Historic Places Filing

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Local SignificanceENGINEERINGTRANSPORTATION1922

The West Jefferson Bridge is eligible for the National Register under Criterion C as a significant monument to early twentieth-century engineering. It is also eligible under Criterion A as a noteworthy product of the Wayne County Road Commission. The city of Detroit was responsible for maintaining bridges over the Rouge River at West Jefferson Avenue and West Fort Street. By the late 1910s, new bridges were urgently needed for both crossings, which were served by narrow swing bridges. The swing spans also interfered with the federal government's plans to dredge a deep channel in the river so that Great Lakes freighters could reach the Ford Motor Company's expanding Rouge plant and other factories upstream. The city and county, agreed that the county could better oversee the construction, but legal restrictions prohibited county involvement until a change in state legislation in 1919. By September 1920, plans were drawn up for a 'Chicago city type of single trunnion, double-leaf bascule bridge' for each crossing, with a combined cost estimated at $2 million. A plate on the West Jefferson Bridge credits Hugh E. Young as designing engineer and Lewis M. Gram as consulting engineer; Harry A. Shuptrine was chief bridge engineer for the county road commission. Gram, who had worked for a number of bridge and engineering companies, joined the faculty of the University of Michigan's civil engineering department in 1912 and was involved with the design and construction of the Belle Isle Bridge in Detroit in the late 1910s.

Physical Description

The West Jefferson Bridge, a double-leaf steel trunnion bascule structure over the Rouge River is located about 5 miles southwest of the heart of downtown Detroit. The river forms the northeast border of the industrial community of River Rouge, which was organized as a village in 1899 and as a city in 1921. To the east, the river empties into the Detroit River through a deepwater canal dredged by Henry Ford to provide access to his Rouge River plant. The canal created Zug Island, a heavy industry zone. The centerline of the bridge is oriented northeast-southwest. The trunnions are separated by 183 feet. Each 91-foot leaf of the bascule consists of a pair of substantial riveted steel truss webs which extend above the bridge deck. The trusses contain the following members: upper chord: built-up channels with X-lacing and plates; lower chord: built-up channels with X-lacing; verticals: built-up channels with X-lacing, paired angles with X-lacing; diagonals: paired angles with X-lacing, and a variety of built-up beams; bottom lateral: perforated I-beams. The 46-foot-wide steel-mesh roadway runs between the webs. The 70-foot-wide deck features 8.5-feet-wide sidewalks which extend outside the webs, supported by metal brackets. Replacement railings consist of four pipes. Two-story stone operators' houses are at the northwest and southeast ends of the bridge. Each hold stairways which descend to mechanical rooms below the concrete-girder approach spans. The 248-foot structure rests on dressed, coursed stone abutments. During a renovation undertaken in 1981 funded by the state's Critical Bridge Replacement Program, the bridge's concrete counterweights were removed, the original railing was removed, steel guard rails were added, floor beams were repaired, and stringers and steel deck grating were replaced. Reinforcing plates were apparently added to the top and bottom chords of the trusses. A new General Electric electrical panel was installed.

Architect/Builder

Contractor/Builder: Stroebel Steel Const. Co.; Missouri Valley Bridge and Iron Co.; Designer: Wayne County Road Comm.; (Hugh E. Young, designing eng.; Lewis M. Gram, consulting eng.; Harry P. Shuptrine, co. eng.)

NRHP Ref# 00000079 • Data from National Park Service • Content available under CC BY-SA 4.0

Historic Photos

(2)

Sourced from the National Register of Historic Places filing

West Jefferson Avenue/Rouge River Bridge — West Jefferson Avenue Bridge, River Rouge, Wayne County, Michigan Charlene K. Roise, Photographer September 1995 BoH # Inside SE Leaf, Facing E 8563-27A

Public Domain (Michigan Filing)

From Wikipedia

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The West Jefferson Avenue–Rouge River Bridge is a historic double-leaf bascule bridge in Wayne County, Michigan, at the border of the cities of Detroit and River Rouge. The bridge carries Jefferson Avenue, a major thoroughfare in Southwest Detroit, over the River Rouge, an important inland route for lake freighters. The bridge was built in 1922, and was listed on the National Register of Historic Places in 2000.

History

Before the current bridges crossing the Rouge River at West Jefferson and Fort Streets were built, the two crossings were served by narrow swing bridges. By the late 1910s, these spans urgently needed replacing, in large part because they interfered with the Federal government's plans to dredge the Rouge River to provide freighter access to the Ford River Rouge Complex. Both the city of Detroit (who was responsible for maintaining the bridges) and Wayne County agreed that the county could better oversee the construction, but legal restrictions prohibited county involvement until state law was changed in 1919. With the new legislation in place, plans were drawn up in 1920 for a "Chicago city type of single trunnion, double-leaf bascule bridge" for each bridge. This design, prototyped by the 1902 Cortland Street Drawbridge, is optimized for tight spaces, and features a hidden counterweight that descends into a pit when the bridge opens. The cost for the pair of bridges was estimated at $2 million. A bond issue to fund construction was approved by Wayne County voters, and an alternate route onto which Jefferson Avenue traffic could be shunted was devised. Wayne County obtained an old truss, originally used by the Michigan Central Railroad upstream of Jefferson, and floated it downstream to a location 200 yards north of Jefferson. The old Jefferson Avenue bridge was closed and the detour opened on November 13, 1920. Construction on the bridge commenced immediately. Each leaf was to be supported by four 12-foot-square concrete footings, sunk to the bedrock 70 feet (21 m) below the water line. The footings supported a concrete pit measuring 50 by 80 feet (24 m) which housed the counterweights and machinery. Wayne County contracted with the Missouri Valley Bridge and Iron Company of Leavenworth, Kansas, to build the substructure for $408,280; with the Strobel Steel Construction Company of Chicago to build the superstructure for $378,005; Cooper-Widenmann Construction Company of Detroit to build the operators' houses for $78,700; and Fowler Electrical Supply Company of Toledo, Ohio, to supply electrical equipment for $34,809. County crews graded and paved the approaches. On August 21, 1922, the two bascule leaves were lowered simultaneously for the first time. The bridge was opened to traffic on October 17; at the time, work on the approaches was still ongoing, but operating machinery on the detour bridge failed, necessitating the bridge's removal to allow free passage of river traffic. The next year, the federal government completed its planned dredging of the Rouge River. In the early 1980s, the county spent $2.2 million to repair portions of the West Jefferson Bridge (as well as doing similar work to the crossing at Dix Avenue). These repairs have somewhat altered the West Jefferson Bridge, but it retains its integrity as a significant example of early twentieth-century engineering. The bridge was listed on the National Register of Historic Places in 2000, as part of a Multiple Property Submission of historic highway bridges in the state of Michigan. The West Jefferson Avenue bridge was hit by the lake freighter Herbert C. Jackson in the early morning of May 12, 2013, causing significant damage to the bridge. The bridge operator on duty was heavily intoxicated, and rapidly closed the bridge after opening it and signalling for the freighter to proceed. The Herbert C. Jackson, loaded with iron ore bound for the Rouge Steel plant, dropped its anchors and reversed its engines, but could not stop in time. The bridge was damaged severely in the 2013 incident. The Herbert C. Jackson suffered only minor damage, and there were no injuries aboard the freighter or on shore. The bridge operator, a 17-year employee of the Wayne County Road Commission, was fired and ordered to pay a $1,000 fine, but was not otherwise criminally charged. The bridge was closed to road traffic for over three years while repairs were made, to the displeasure of city leaders in River Rouge, who criticized Wayne County officials for inaction. The bridge reopened on August 12, 2016, at a cost of over $20 million, the majority of which was covered by insurance.

In popular culture The drawbridge is depicted in the 2005 video game, Midnight Club 3: Dub Edition. The drawbridge and its operator are referenced in the 1999 Insane Clown Posse song "Fuck The World".

See also Michigan portal National Register of Historic Places portal

References

External links

Jefferson Avenue Bridge from historicBridges.org: numerous images Full docket of the NTSB investigation into the 2013 collision

Content available under CC BY-SA 4.0

Building Details

Architect
Stroebel Steel Const. Co.; Missouri Valley Bridge and Iron Co.; Designer: Wayne County Road Comm.; (Hugh E. Young, designing eng.; Lewis M. Gram, consulting eng.; Harry P. Shuptrine, co. eng.)
Building Type
Bridge
National Register
Listed 2000
Ref# 00000079
See more by Stroebel Steel Const. Co.; Missouri Valley Bridge and Iron Co.; Designer: Wayne County Road Comm.; (Hugh E. Young