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71ST STREET over AMTRAK(NE CORRIDOR)

Map 

Coordinates:
+39.91793, -75.24110
39°55'05" N, 75°14'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:71ST STREET over AMTRAK(NE CORRIDOR)
Structure number:677301007102360
Location:S.PASCHALL AVE. 36E05
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:56.1 ft. [17.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance above deck:26.2 ft. [8.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1901
Year reconstructed:1915
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:40,000 [as of 1980]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:34.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:40,000 [as of 1980]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:13.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$161,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:40,000 [as of 1980]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:45.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$74,000