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SPRING GARDEN E.B. over WEST RIVER DRIVE RAMP

Map

Coordinates:
+39.96388, -75.18090
39°57'50" N, 75°10'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRING GARDEN E.B. over WEST RIVER DRIVE RAMP
Structure number:000000000038973
Old structure number:673014004004500 (from 1992 edition)
Location:PHILA.ART MUSEUM 3590A06
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,121 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
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:71.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$205,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactorySatisfactory612171.6
February 2014FairSatisfactorySatisfactorySatisfactory771272.0
February 2012FairSatisfactorySatisfactorySatisfactory779472.0
March 2010FairSatisfactorySatisfactorySatisfactory1078575.1
March 2008FairSatisfactorySatisfactorySatisfactory1076175.1
April 2006FairGoodSatisfactorySatisfactory1061070.9
March 2004FairGoodSatisfactorySatisfactory1270472.1
March 2002FairGoodSatisfactorySatisfactory1224772.3
October 1999FairGoodGoodSatisfactory574271.8
October 1997FairGoodGoodSatisfactory840470.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3602857500
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.2,6832,683000
Substructure
Reinforced Concrete Abutmentlinear ft.136135001
Joints
Compression Jointlinear ft.5505500
Other Jointlinear ft.5555000
Bearings
Movable Bearingeach50500
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.152151100