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Stoney Creek Bridge

Map 

Description 

FROM THE 1996-2001 PENNSYLVANIA HISTORIC BRIDGE SURVEY: The 1-lane bridge carries a 2 lane road over a stream in a rural area with scattered 19th and 20th century residences. The setting does not have the cohesiveness or integrity of a historic district.

The one-span, 53'-long, steel Pratt pony truss bridge built ca. 1910 is supported on concrete abutments. It is composed of built-up members of standard steel sections. Rolled floorbeams and stringers carry an open steel grid deck. Bolts have replaced rivets at the upper and lower chord connections at an unknown date. They are an indication that the truss has probably been relocated. The fabricator and date of construction/alteration are not documented by available state or county records. The bridge is an altered and undistinguished example of the rivet-connected Pratt truss type/design that was common in Pennsylvania beginning in the late 1890s. Over 375 Pratt truss bridges from 1870 to 1956 have been identified by the survey. This example is not historically or technologically significant for its setting or context.

Facts 

Overview
Lost pony truss bridge over Stoney Creek on Singer Lane
Location
Dauphin County, Pennsylvania
Status
Replaced by new bridge
History
Built ca. 1910; replaced 1998
Design
Pratt pony truss
Dimensions
Length of largest span: 51.8 ft.
Total length: 53.2 ft.
Deck width: 13.8 ft.
Approximate latitude, longitude
+40.37788, -76.91161   (decimal degrees)
40°22'40" N, 76°54'42" W   (degrees°minutes'seconds")
Approximate UTM coordinates
18/337723/4471453 (zone/easting/northing)
Quadrangle map:
Halifax
Average daily traffic (as of 2013)
50
Inventory numbers
PA 22 7211 0686 3022 (Pennsylvania Bridge Management System number)
PANBI 14691 (Pennsylvania BRKEY bridge number on the 2011 NBI)
BH 41550 (Bridgehunter.com ID)
Inspection report (as of June 2015)
Overall condition: Fair
Superstructure condition rating: Fair (5 out of 9)
Substructure condition rating: Good (7 out of 9)
Deck condition rating: Good (7 out of 9)
Sufficiency rating: 83.5 (out of 100)
View more at BridgeReports.com

Update Log 

  • January 7, 2012: Updated by Jodi Christman: Added description

Sources