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HENRY AVENUE over SEPTA;CSX AND CREEK

Map

Coordinates:
+40.00733, -75.17939
40°00'26" N, 75°10'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HENRY AVENUE over SEPTA;CSX AND CREEK
Structure number:000000000039030
Old structure number:674001002005880 (from 1992 edition)
Location:N.HUNTING PARK AVE3480B04
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:568.9 ft. [173.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:100.4 ft. [30.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,727 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,222,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairFairFairSatisfactory1972773.4
August 2014FairFairFairSatisfactory1456276.4
August 2012FairFairFairSatisfactory670777.5
August 2010PoorFairFairSerious657543.6
August 2008PoorFairFairSerious656148.8
August 2006PoorFairFairSerious1416146.3
August 2004PoorFairFairSerious1623045.6
July 2002PoorFairFairSerious1619350.2
October 1999PoorFairPoorSerious1606944.3
October 1997PoorFairPoorPoor1428560.6
November 1995PoorFairPoorPoor1435056.0
April 1994PoorFairPoorPoor2355653.6
April 1992PoorFairPoorPoor2314059.4
June 1990PoorFairPoorPoor2208659.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,2954,295000
Steel Stringerlinear ft.8,0868,086000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.57,14157,141000
Wearing Surfacessq. ft.43,289043,28900
Superstructure
Steel Floor Beamlinear ft.2,3372,03730000
Steel Protective Coatingsq. ft.53,76653,766000
Substructure
Reinforced Concrete Columneach3332010
Reinforced Concrete Pier Walllinear ft.8681050
Reinforced Concrete Abutmentlinear ft.363363000
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.6756496200
Joints
Strip Seal Jointlinear ft.323323000
Bearings
Movable Bearingeach4841601
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.43,01343,013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.864864000
Other Material Bridge Raillinear ft.281281000