Mission Street Bridge West

Information and Findings From Pennsylvania's Historic Bridge Inventory

Discussion of Bridge

The 3-span, continuous, 394'-long, built-up deck girder bridge built in 1939 is supported on Moderne-style concrete bents with stepped back columns and brackets. The ashlar abutments appear to date to the previous bridge. The haunched girders have the characteristic greatest depth over the piers where the stresses are greatest. Cantilevered sidewalks are supported on metal brackets. The bridge is finished with custom-designed Moderne-style metal railings with balusters repeating the stepped pattern of the bent columns. The continuous design was an important improvement in steel stringer and girder bridges nationally beginning in the late 1920s and early 1930s. In Pennsylvania, the continuous designs appeared somewhat later in the late 1930s and early 1940s when state and municipal engineers adopted the design because of the economy it achieved in comparison to simply supported spans of similar length. The 1939 bridge and its nearly identical companion span (BMS# 0273010003060) are early and complete examples of long-span, handsome architectonic, continuous steel girder bridges designed by the City of Pittsburgh Department of Public Works. Handsome architectonic.

Discussion of Surrounding Area

The bridge carries a 2 lane street and sidewalks over a ravine and a local street in a residential area dominated by highly altered buildind on the South Side. The setting does not have the cohesiveness or integrity of a potential historic district.

Bridge Considered Historic By Survey: Yes