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


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:18.7 ft. [5.7 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 

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]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201494.2GoodVery GoodVery GoodVery GoodFO5300
November 201294.2GoodVery GoodVery GoodVery GoodFO5300
November 201094.2GoodVery GoodVery GoodVery GoodFO5300
November 200894.2GoodVery GoodVery GoodVery GoodFO5300
January 200794.2GoodVery GoodVery GoodVery Good-5300
November 200633.0GoodVery GoodVery GoodVery Good-5300
November 200476.0GoodVery GoodVery GoodVery Good-5300
November 200280.0GoodVery GoodVery GoodVery Good-5300
November 200080.0GoodVery GoodExcellentExcellent-5300
November 19982.0PoorCriticalCritical--5300
November 199631.9PoorCriticalCritical-SD5200
November 199431.7PoorCriticalCritical-SD5200
November 199231.7PoorCriticalCritical-SD5200
November 199031.7PoorCriticalCriticalPoorSD5200