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Ironstone Bridge

Ironstone Bridge

Primary Photographer(s): Elaine Deutsch

Bridge Documented: 2016

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Key Facts

Facility Carried / Feature Intersected
Farmington Avenue (PA-2040) Over Ironstone Creek
Location
Douglass: Berks County, Pennsylvania: United States
Construction Date and Builder / Engineer
1907 By Builder/Contractor: Willauer and Company

Technical Facts

Rehabilitation Date
Not Available or Not Applicable
Main Span Length
50 Feet (15.2 Meters)
Structure Length
50 Feet (15.2 Meters)
Roadway Width
20 Feet (6.1 Meters)
Spans
1 Main Span(s)
NBI Number
5102

Historic Significance Rating (HSR)
View Information About HSR Ratings

Bridge Documentation

This small concrete arch bridge is noted as a very early surviving example of its type in the region.

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

View Historic Bridge Inventory Sheet For This Bridge

View National Register of Historic Places Nomination Form For This Bridge

Information and Findings From Pennsylvania's Historic Bridge Inventory

Discussion of Bridge

The single span, 50'-long reinforced concrete deck arch bridge is finished with concrete parapets with scored panels. The spandrel walls are plain save for scoring that accents the arch shape. The reinforced concrete deck arch bridge designed by the Berks County Engineer's Office was erected in 1907. The bridge is historically and technologically significant within the local context as a documented, early example of its type and design, which was used by Berks County with great frequency through the 1930s. It is one of 25 reinforced concrete deck arch bridges in the county dating from 1902 to 1936 and ranks as the second oldest extant example (criterion C). The use of reinforced concrete for closed spandrel arch bridges was introduced in this country about 1890. Although American engineers were familiar with a combination of concrete and reinforcing by about 1870, it took another 30 years of experimentation and theoretical and empirical investigations before engineers and builders had a mature understanding of the capabilities and versatility of the material. Once understood, the technology was quickly embraced, and by 1910, the elliptical-shaped, deck arch bridge, where the road is at or near the crown of the arch, was ubiquitous. Reinforced concrete arches offered an economical and relatively low maintenance alternative to steel truss bridges, and because of the moldable qualities of the material, the spandrel walls and railings could be architectonically detailed, frequently in the classical taste. The technology was immediately popular with some county and city engineers, and over 55 examples from before 1910 survive throughout the state. Over 200 examples from before 1916 survive, and 270 reinforced concrete closed spandrel arch bridges predate 1920. It is the early examples of the technology in the county like this one that represent its significance in the local and state context. The bridge is evaluated as individually significant. The significant boundary is the superstructure and substructure.

Discussion of Surrounding Area

The bridge carries a 2 lane road over a stream in a sparsely developed, rural area with scattered 20th-century residences and a waste water treatment plant. A railroad overpass is beyond the west side of the bridge. The area does not have historic district potential.

Bridge Considered Historic By Survey: Yes


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

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Photo Galleries and Videos: Ironstone Bridge

 
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Maps and Links: Ironstone Bridge

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