Share:

CITY LINE AVE.S.B. over SCHUYLKILL R;RD; NSRC

Map

Coordinates:
+40.01180, -75.20587
40°00'42" N, 75°12'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CITY LINE AVE.S.B. over SCHUYLKILL R;RD; NSRC
Structure number:000000000039060
Old structure number:674006001104210 (from 1992 edition)
Location:EAST OF I-76 3479 G09
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:184.1 ft. [56.1 m]
Total length:844.2 ft. [257.3 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Steel continuous [4]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,553 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:68.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,121,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactorySatisfactory2355368.0
February 2015FairGoodSatisfactorySatisfactory2392769.0
February 2013FairGoodSatisfactorySatisfactory2425968.8
February 2011FairGoodSatisfactorySatisfactory2451668.6
February 2009FairGoodSatisfactorySatisfactory2795168.0
February 2007FairGoodSatisfactorySatisfactory2916064.0
February 2005FairVery GoodSatisfactorySatisfactory3082968.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,3515,19116000
Steel Protective Coatingsq. ft.75,27275,272000
Steel Stringerlinear ft.848848000
Steel Protective Coatingsq. ft.75,27275,272000
Deck
Reinforced Concrete Decksq. ft.46,592046,59200
Substructure
Reinforced Concrete Columneach127320
Reinforced Concrete Pier Walllinear ft.114109500
Reinforced Concrete Abutmentlinear ft.1781681000
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.2742472430
Joints
Strip Seal Jointlinear ft.312312000
Bearings
Elastomeric Bearingeach3535000
Pot Bearingeach3029100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6861,6662000