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Brent Spence Bridge

Brent Spence Bridge

Primary Photographer(s): Nathan Holth

Bridge Documented: May 6, 2006, 2007, November 29, 2017, and February 25, 2021

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Facility Carried / Feature Intersected
I-75 and I-70 Over Ohio River
Location
Cincinnati and Covington: Hamilton County, Ohio and Kenton County, Kentucky: United States
Construction Date and Builder / Engineer
1963 By Builder/Contractor: American Bridge Company of New York, New York and Engineer/Design: Modjeski and Masters
Rehabilitation Date
1985
Main Span Length
830.8 Feet (253.2 Meters)
Structure Length
1,736.4 Feet (529.3 Meters)
Roadway Width
91.8 Feet (27.98 Meters)
Spans
3 Main Span(s)
Inventory Number
059B00046N

Historic Significance Rating (HSR)
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Bridge Documentation

Bridge Status: This historic bridge is currently planned to be rehabilitated, with a nearby replacement bridge planned to relieve Brent Spence Bridge traffic

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

View The Official Brent Spence Bridge Project Website

This is a large cantilever truss bridge that features two deck levels for traffic. It is a rare example of a double-deck bridge and one of the rapidly declining number of bridges remaining over the Ohio River that are 50 years old or older. It also is an increasingly rare example of a cantilever truss bridge, a beautiful, complex bridge type that has sadly been the victim of widespread nationwide demolition despite the fact that these bridges can be economically rehabilitated to safely continue to carry traffic. While the Brent Spence Bridge is a relatively late example of a cantilever truss bridge with a 1963 construction date, the bridge is still historically significant in light of the aforementioned facts.

The Brent Spence Bridge celebrates its 50th birthday in 2013, and this is significant because this bridge has previously been considered ineligible for listing in the National Register of Historic Places. With rare exceptions, only structures 50 years old and older are considered for the National Register. Now that the bridge meets that 50 year threshold, HistoricBridges.org believes this bridge should be reevaluated and considered eligible under Criterion C (engineering significance) as an increasingly rare example of a large cantilever truss bridge, particularly unusual for its double deck configuration. The trusses of this bridge appear to retain good historic integrity with no substantial alteration to original materials, design, or appearance. The bridge was also designed by the important engineering firm Modjeski and Masters. Renowned bridge engineer Ralph Modjeski was no longer alive when the Brent Spence Bridge was designed, but his company that lived on after his death continued to demonstrate a proficiency in designing large span bridges with the construction of the Brent Spence Bridge. Modjeski and Masters remains in business today, and in addition to work with new bridge construction, they have become experts in helping to rehabilitate and keep in service bridges that they designed years ago.

The future of this bridge has for many years been uncertain. The bridge has carried a tremendous amount of traffic, no less than two interstate freeways, far more than the bridge was designed to carry. The narrow lanes crammed with all this traffic put both drivers and the structural health of the bridge at risk. For a time, this bridge was at risk for demolition and replacement. However as of 2013, an extensive project study has moved toward a much better solution, which is to build a new bridge while also rehabilitating the Brent Spence Bridge. This, combined with some rerouting of the freeways to take advantage of this new two bridge configuration will spread traffic out, allow the Brent Spence Bridge to carry a more appropriate volume of traffic and with wider, safer traffic lanes. This is a win-win solution. Two bridges provides some redundancy in case one bridge ever has to be closed due to an accident or for repair work. The two bridge solution also preserves the historic Brent Spence Bridge.

The Brent Spence Bridge, despite its relatively late 1963 construction date, still offers some details associated with older historic bridges and no longer used in modern bridge construction. This includes the use of rivets in built-up beams, and built-up beams with lattice in the the bracing. The use of eyebar chains and pin connections around the top of the two towers on the top chord is unusual, and the eyebars and pins seem are a nod to earlier bridge technologies that were rarely used by 1963. The bridge has an attractive arched portal and sway bracing design which adds some class to the bridge. Evidence of its later construction and a transition away from historical methods like riveting is evidenced in the bolted connections on this bridge.

The Brent Spence Bridge proper is listed in inventories as just the cantilever spans, and as such the technical facts table presented on this page refers to just those spans. However it should be noted that a long series of steel stringer spans provide an approach to the bridge. These spans are noteworthy because not only do they bring the roadway up to the level of the bridge decks, it must transition the roadway from a divided highway to a double-deck configuration, which requires some creative engineering.


This bridge is tagged with the following special condition(s): Unorganized Photos

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Photo Galleries and Videos: Brent Spence Bridge

 

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Bridge Photo-Documentation

Original / Full Size Photos
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Bridge Photo-Documentation

Mobile Optimized Photos
A collection of overview and detail photos. This gallery features data-friendly, fast-loading photos in a touch-friendly popup viewer.
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2019 Additional Unorganized Photos

Original / Full Size Photos
A supplemental collection of photos that are from additional visit(s) to the bridge and have not been organized or captioned. This gallery offers photos in the highest available resolution and file size in a touch-friendly popup viewer.
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View Photo Gallery

2019 Additional Unorganized Photos

Mobile Optimized Photos
A supplemental collection of photos that are from additional visit(s) to the bridge and have not been organized or captioned. This gallery features data-friendly, fast-loading photos in a touch-friendly popup viewer.
Alternatively, Browse Without Using Viewer

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Maps and Links: Brent Spence Bridge

Coordinates (Latitude, Longitude):

Search For Additional Bridge Listings:

Bridgehunter.com: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

Bridgehunter.com: View listed bridges within 10 miles (16 kilometers) of this bridge.

HistoricBridges.org Bridge Browser: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

HistoricBridges.org Bridge Browser: View listed bridges within 10 miles (16 kilometers) of this bridge.

2021 National Bridge Inventory: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

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