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JFK BLVD.AT 30TH over AMTRAK(NY BRANCH);ROAD

Map

Coordinates:
+39.95556, -75.18694
39°57'20" N, 75°11'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JFK BLVD.AT 30TH over AMTRAK(NY BRANCH);ROAD
Structure number:000000000039009
Old structure number:673028001000000 (from 1992 edition)
Location:NR.30TH STR.STA. 3590A08
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:97.4 ft. [29.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1955
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,912 [as of 2016]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,529,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactoryFairFair891283.5
October 2014FairSatisfactoryFairFair1296984.9
October 2012FairSatisfactoryFairFair1314969.2
October 2010FairSatisfactorySatisfactoryFair143483.8
October 2008FairSatisfactorySatisfactoryFair846370.2
September 2006FairSatisfactorySatisfactoryFair996953.9
August 2004FairSatisfactorySatisfactoryFair973465.0
August 2002FairSatisfactorySatisfactoryFair1554964.5
July 2000FairSatisfactorySatisfactoryFair1519764.6
May 1998FairSatisfactorySatisfactorySatisfactory1495877.4
May 1996FairSatisfactorySatisfactorySatisfactory1427688.8
June 1994FairSatisfactorySatisfactoryFair12261.2
June 1992FairSatisfactorySatisfactorySatisfactory12272.2
July 1990FairSatisfactorySatisfactorySatisfactory11972.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4492,152270270
Deck
Reinforced Concrete Decksq. ft.14,11113,97014100
Wearing Surfacessq. ft.8,8168,816000
Superstructure
Steel Floor Beamlinear ft.3303300
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Steel Columneach2312020
Steel Protective Coatingsq. ft.43,01343,013000
Reinforced Concrete Abutmentlinear ft.107734300
Steel Pier Caplinear ft.475034012114
Steel Protective Coatingsq. ft.43,01343,013000
Joints
Strip Seal Jointlinear ft.107010700
Compression Jointlinear ft.107010700
Bearings
Movable Bearingeach169700
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.382382000