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WAYNE AVENUE over SEPTA (CHESTNUT HILL)

Map

Coordinates:
+40.03670, -75.18830
40°02'12" N, 75°11'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WAYNE AVENUE over SEPTA (CHESTNUT HILL)
Structure number:000000000039077
Old structure number:674015004000790 (from 1992 edition)
Location:WAYNE;WASHINGTON 3479K05
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:88.9 ft. [27.1 m]
Total length:356.0 ft. [108.5 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:Railroad [27]
Year built:1894
Year reconstructed:1983
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:3
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,375 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,061,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryFairFair537583.1
August 2014FairSatisfactorySatisfactoryFair546183.1
October 2012FairSatisfactorySatisfactoryFair589683.0
October 2010FairSatisfactorySatisfactoryFair591183.0
November 2008FairSatisfactorySatisfactoryFair591183.0
November 2006FairSatisfactorySatisfactoryFair402884.3
October 2004FairSatisfactorySatisfactoryFair398884.3
October 2002FairSatisfactorySatisfactorySatisfactory303499.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,4723,36011200
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.22,108022,10800
Substructure
Steel Columneach22000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Walllinear ft.6361110
Reinforced Concrete Abutmentlinear ft.7065500
Masonry Abutmentlinear ft.120119100
Steel Pier Caplinear ft.6060000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Caplinear ft.18613812360
Joints
Compression Jointlinear ft.3102485804
Bearings
Movable Bearingeach50193100
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach5050000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.712711100