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Auburn Street Bridge

Auburn Street Bridge

Primary Photographer(s): Nathan Holth and Rick McOmber

Bridge Documented: May 26, 2007

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Key Facts

Facility Carried / Feature Intersected
Auburn Street (PA-267) Over Meshoppen Creek
Location
Meshoppen: Wyoming County, Pennsylvania: United States
Structure Type
Metal 7 Panel Rivet-Connected Parker Through Truss, Fixed and Approach Spans: Concrete T-Beam, Fixed
Construction Date and Builder / Engineer
1934 By Builder/Contractor: Unknown and Engineer/Design: Pennsylvania State Highway Department

Technical Facts

Rehabilitation Date
Not Available or Not Applicable
Main Span Length
144 Feet (43.89 Meters)
Structure Length
214 Feet (65.23 Meters)
Roadway Width
23 Feet (7.01 Meters)
Spans
1 Main Span(s) and 2 Approach Span(s)
NBI Number
650267001001810

Historic Significance Rating (HSR)

Bridge Documentation

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

This is a good example of a standard plan truss bridge in Pennsylvania. While it might not currently be rare and significant compared to other bridges in the state, it is worth noting that these bridges are being demolished and the time to pick those that are most feasible to preserve is now, not ten years from now when only a few are left in the whole state. These bridges will become rare if current pro-demolition transportation policies continue to waste taxpayer dollars with the replacement of bridges that could otherwise be rehabilitated. It is also worth noting that this bridge's location in a quaint, small town makes it further worth preserving, since this bridge contributes greatly to the charm of the area.

Information and Findings From Pennsylvania's Historic Bridge Inventory

Discussion of Bridge

The 3-span, 214'-long bridge built in 1934 consists of a 150'-long, rivet-connected, Parker thru truss span flanked by two 32'-long T beam spans. It is supported on concrete piers and abutments. The truss is composed of built-up members for the chords and rolled beams for the verticals and diagonals. The cantilevered sidewalks are finished with standard metal railings. The concrete deck with parapets inside of the trusses was placed ca. 1985. The Parker truss design was developed in the 1870s. Rivet-connected examples have been in common use on Pennsylvania roads since 1900. The design with rolled beam diagonals and verticals was a frequently used state standard from the 1920s to the 1940s. This 1934 example has no unusual or noteworthy features, and it is not historically or technologically distinguished. Neither is it significant for its setting or context.

Discussion of Surrounding Area

The bridge carries a 2 lane state highway with sidewalks over a stream in an area dominated by a mix of late-19th to late-20th century residential and commercial development in Meshoppen borough. At the bridge's southern quadrants are undistinguished 20th-century commercial buildings with replacement siding, windows, and additions. At the northeast quadrant is a late-19th-century vernacular residence that has been converted to a grocery store. At the northwest quadrant is a brick bank building (1929) with replacement doors and windows. The area does not have the cohesiveness or integrity of a potential historic district.

Bridge Considered Historic By Survey: No

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Photo Galleries and Videos: Auburn Street Bridge

 
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A collection of overview and detail photos. This photo gallery contains a combination of Original Size photos and Mobile Optimized photos in a touch-friendly popup viewer. Alternatively, Browse Without Using Viewer

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