Share:

OXFORD STREET over AMTRAK (NE CORRIDOR)

Map 

Coordinates:
+39.98099, -75.18688
39°58'52" N, 75°11'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:26.2 ft. [8.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 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 2014 

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]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
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:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201494.2Functionally obsoleteVery GoodVery GoodVery Good5300
November 201294.2Functionally obsoleteVery GoodVery GoodVery Good5300
November 201094.2Functionally obsoleteVery GoodVery GoodVery Good5300
November 200894.2Functionally obsoleteVery GoodVery GoodVery Good5300
November 200633.0Not deficientVery GoodVery GoodVery Good5300
January 200794.2Not deficientVery GoodVery GoodVery Good5300
November 200476.0Not deficientVery GoodVery GoodVery Good5300
November 200280.0Not deficientVery GoodVery GoodVery Good5300
November 200080.0Not deficientVery GoodExcellentExcellent5300
November 19982.0Not deficientCriticalCritical-5300
November 199631.9Structurally deficientCriticalCritical-5200
November 199431.7Structurally deficientCriticalCritical-5200
November 199231.7Structurally deficientCriticalCritical-5200
November 199031.7Structurally deficientCriticalCriticalPoor5200