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19th Street over Vine Street Expressway

Map 

Coordinates:
+39.95909, -75.17035
39°57'33" N, 75°10'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:19th Street over Vine Street Expressway
Structure number:000000000039115
Old structure number:677301001903290 (from 1992 edition)
Location:N.OF BEN FRANK.PWY.28E11
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:46.9 ft. [14.3 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 1980]
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:29.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201429.9Structurally deficientFairSeriousFair8800
October 201229.9Structurally deficientFairSeriousFair8800
October 201029.9Structurally deficientFairSeriousSatisfactory8800
October 200929.9Structurally deficientFairSeriousSatisfactory8800
October 200829.9Structurally deficientFairSeriousSatisfactory8800
October 200629.9Structurally deficientFairSeriousSatisfactory8800
January 200729.9Structurally deficientFairSeriousSatisfactory8800
October 200475.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 200275.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 200075.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 199875.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 199675.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 199476.1Functionally obsoleteGoodGoodGood8800
October 199276.1Functionally obsoleteGoodGoodGood8800
October 199075.1Functionally obsolete-GoodGood8800