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OXFORD STREET over AMTRAK (NE CORRIDOR)

Map

Coordinates:
+39.98100, -75.18670
39°58'52" N, 75°11'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OXFORD STREET over AMTRAK (NE CORRIDOR)
Structure number:000000000039204
Old structure number:677301010002030 (from 1992 edition)
Location:EAST OF 32ND STR. 28C07
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:149.9 ft. [45.7 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance above deck:24.9 ft. [7.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1892
Year reconstructed:1999
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 1979]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,593,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodVery GoodVery GoodVery Good530094.2
November 2014GoodVery GoodVery GoodVery Good530094.2
November 2012GoodVery GoodVery GoodVery Good530094.2
November 2010GoodVery GoodVery GoodVery Good530094.2
November 2008GoodVery GoodVery GoodVery Good530094.2
January 2007GoodVery GoodVery GoodVery Good530094.2
November 2006GoodVery GoodVery GoodVery Good530033.0
November 2004GoodVery GoodVery GoodVery Good530076.0
November 2002GoodVery GoodVery GoodVery Good530080.0
November 2000GoodVery GoodExcellentExcellent530080.0
November 1998PoorCriticalCritical-53002.0
November 1996PoorCriticalCritical-520031.9
November 1994PoorCriticalCritical-520031.7
November 1992PoorCriticalCritical-520031.7
November 1990PoorCriticalCriticalPoor520031.7