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CITY LINE AVE.N.B. over SCHUYLKILL RIVER; NSRC

Map

Coordinates:
+40.01178, -75.20510
40°00'42" N, 75°12'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CITY LINE AVE.N.B. over SCHUYLKILL RIVER; NSRC
Structure number:000000000039055
Old structure number:674006001004960 (from 1992 edition)
Location:INT.WEST OF I-76 3479H09
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:170.0 ft. [51.8 m]
Total length:704.1 ft. [214.6 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1990
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:23,451 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:41.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,738,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorSatisfactorySatisfactoryPoor2345141.0
July 2014FairSatisfactorySatisfactoryFair2399156.0
July 2012FairSatisfactorySatisfactoryFair2424556.0
July 2010FairSatisfactorySatisfactoryFair2695156.0
July 2008FairSatisfactorySatisfactorySatisfactory2689267.0
July 2006FairSatisfactorySatisfactorySatisfactory2795363.0
July 2004FairSatisfactorySatisfactorySatisfactory3004867.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,3072,0292,27530
Steel Protective Coatingsq. ft.53,76653,766000
Steel Stringerlinear ft.1,48674674000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.37,006037,00600
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1818000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Masonry Pier Walllinear ft.1661264000
Reinforced Concrete Abutmentlinear ft.6863500
Masonry Abutmentlinear ft.114476340
Reinforced Concrete Pier Caplinear ft.19515423180
Joints
Strip Seal Jointlinear ft.350350000
Bearings
Movable Bearingeach2002000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.43,01343,013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4461,438800