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Willimansett Bridge

Willimansett Bridge

Primary Photographer(s): Nathan Holth and Rick McOmber

Bridge Documented: July 13, 2008

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Location
Holyoke and Chicopee: Hampden County, Massachusetts: United States
Structure Type
Metal 10 Panel Rivet-Connected Pennsylvania Through Truss, Fixed and Approach Spans: Metal Deck Girder, Fixed
Construction Date and Builder / Engineer
1891 By Builder/Contractor: R. F. Hawkins Iron Works of Springfield, Massachusetts and Engineer/Design: Edward S. Shaw of Boston, Massachusetts
Rehabilitation Date
Not Available or Not Applicable
Main Span Length
173.0 Feet (52.7 Meters)
Structure Length
798.0 Feet (243.2 Meters)
Roadway Width
26.9 Feet (8.2 Meters)
Spans
4 Main Span(s) and 2 Approach Span(s)
Inventory Number
C1301213RDOT634

Historic Significance Rating (HSR)
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Bridge Documentation

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

View Massachusetts Historical Commission (MHC) Inventory Forms For This Historic Bridge

View Historical Biographies of Richard F. Hawkins

This bridge does not look like a bridge that was built in 1891. With a 26 foot wide deck, massive members, and riveted connections, it has more of a 1920s appearance. The only thing that makes it look as though it might be an older bridge is that it does not appear to conform to a state standard truss bridge plan. HistoricBridges.org double-checked the 1891 construction date on the plaque with some documents on the Internet, and this does indeed appear to be the original 1891 bridge. Assuming this bridge truly was built with riveted connections and pinned connections were not somehow converted to riveted connections at a later date, this is an extremely unusual and rare bridge. Riveted connections did not become popular especially in highway bridges until the early years of the 20th Century. Field riveting was difficult in the late 19th Century, and worse, the exact calculations needed for building the rigid trusses of a riveted connection truss was difficult, especially with a larger bridge that would undoubtedly tend to need to move and flex more as well. With its large Pennsylvania truss bridge spans, 1891 construction date, and riveted connections, the Willimansett is a very rare and significant bridge.

The bridge is currently programmed for a rehabilitation project. This is excellent news given the aesthetic qualities and historic significance of the bridge. As of 2008, the bridge had a 3% sufficiency rating. HistoricBridges.org (and apparently Massachusetts) both agree that this 3% sufficiency rating does not mean that rehabilitation is not possible, unwise, or unfeasible. Massachusetts has realized how often a sufficiency rating can be misleading and does not mean replacement is required. In other states where there does not exist a commitment to preservation, how many historic bridges have been needlessly demolished even with a much higher sufficiency rating such as 40%? Far too many!

R. F. Hawkins Iron Works of Springfield, Massachusetts was the builder of this bridge, and was named after Richard F. Hawkins.

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Photo Galleries and Videos: Willimansett Bridge

 

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Maps and Links: Willimansett 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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