Photos 

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Detail Of Tower At Center Of Swing Span, Looking North

Photo taken by Historic American Engineering Record

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Swing Span In Motion, From Mid-River Platform, Looking North

Photo taken by Historic American Engineering Record

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Swing Span In Motion, From Mid-River Platform, Looking North

Photo taken by Historic American Engineering Record

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Swing Span In Open Position, Looking North From Mid-River Platform

Photo taken by Historic American Engineering Record

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Detail Of Southeast Corner Of Swing Span In Open Position

Photo taken by Historic American Engineering Record

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General View Of East End Of Swing Span, Looking Northeast

Photo taken by Historic American Engineering Record

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Detail Of Central Tower Connections, Looking Northeast

Photo taken by Historic American Engineering Record

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Detail Of Southeast Endpost And Topchord Of Swingspan, Looking Northeast

Photo taken by Historic American Engineering Record

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Detail Of Lower Chord And Floor System On Southeast Side Of Swing Span, Looking Northeast

Photo taken by Historic American Engineering Record

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Detail Of Sidewalk Floor System On Southeast Side Of Swing Span, Looking Northeast

Photo taken by Historic American Engineering Record

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Detail Of Swing Mechanism At Central Pier At Low Tide

Photo taken by Historic American Engineering Record

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General View Of West Portal From Roadway, Looking Southeast

Photo taken by Historic American Engineering Record

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Oblique View Of West Portal From Pedestrian Walkway, Looking Southeast

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General View Of Truss Geometry And Connections At West Portal End Of Swing Span, Looking Southeast

Photo taken by Historic American Engineering Record

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Map 

Vicinity Map

Vicinity map

Map links:

Facts 

Overview
Through truss swing bridge over Acushnet River on US 6 at New Bedford
Location
Bristol County, Massachusetts
Status
Open to traffic
History
Swing span built 1897-99
Builders
- A&P Roberts Co. of Pencoyd, Pennsylvania
- George Fillmore Swain (Consulting engineer)
- Stewart & McDermott
- William Fish Williams (Supervising engineer)
Design
Through truss
Dimensions
Length of largest span: 142.1 ft.
Total length: 283.2 ft.
Deck width: 50.2 ft.
Vertical clearance above deck: 20.0 ft.
Recognition
Eligible for the National Register of Historic Places
Approximate latitude, longitude
+41.63971, -70.91695   (decimal degrees)
41°38'23" N, 70°55'01" W   (degrees°minutes'seconds")
Approximate UTM coordinates
19/340262/4610874 (zone/easting/northing)
USGS topographic map
New Bedford North
Inventory number
BH 19207 (Bridgehunter.com ID)
Inspection (as of 05/2007)
Deck condition rating: Very Good (8 out of 9)
Superstructure condition rating: Fair (5 out of 9)
Substructure condition rating: Satisfactory (6 out of 9)
Appraisal: Functionally obsolete
Sufficiency rating: 54.6 (out of 100)
Average daily traffic (as of 2007)
17,900

Update Log 

  • November 17, 2008: New photos from James Baughn

Sources 

  • HAER MA-101 - New Bedford-Fairhaven Middle Bridge, Spanning Acushnet River on U.S. Highway 6, New Bedford, Bristol County, MA
  • James Baughn - webmaster [at] bridgehunter [dot] com