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WYOMISSING BLVD over WYOMISSING CREEK

Map 

Coordinates:
+40.32535, -75.96069
40°19'31" N, 75°57'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:WYOMISSING BLVD over WYOMISSING CREEK
Structure number:067429000093030
Location:BORO OF WYOMISSING
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:County Highway Agency [02]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,424 [as of 1986]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,424 [as of 1986]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Scour calculation/evaluation has not been made. [6]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$437,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,424 [as of 1986]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Inventory rating:80.2 tons [72.9 metric tons]
Sufficiency rating:95.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$257,000