RTE 25 over EAST 60TH STREET, 60&61S


+40.76073, -73.96267
40°45'39" N, 73°57'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over EAST 60TH STREET, 60&61S
Structure number:00000000224004C
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:495.1 ft. [150.9 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,995 [as of 2011]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,411,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairGoodSatisfactorySatisfactory2599577.3
July 2014FairGoodSatisfactorySatisfactory2601682.6
August 2012FairGoodSatisfactorySatisfactory2590082.7
September 2010FairGoodSatisfactorySatisfactory3113082.4
October 2008FairGoodSatisfactorySatisfactory3113082.4
July 2006FairGoodSatisfactorySatisfactory3113082.4
July 2004FairVery GoodSatisfactorySatisfactory3113088.5
November 2002FairVery GoodSatisfactorySatisfactory15738181.8
November 2000FairVery GoodSatisfactorySatisfactory15738181.8
November 1998FairVery GoodSatisfactorySatisfactory15738181.8
December 1996PoorPoorPoorPoor15738144.9
October 1994PoorFairPoorPoor15738146.9
December 1992PoorVery GoodSeriousSerious15738130.9
January 1991PoorSatisfactorySeriousSerious15738130.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Closed Web/Box Girderlinear ft.4242000
Steel Girder/Beamlinear ft.3,6363,6200160
Steel Protective Coatingsq. ft.31,99431,994000
Reinforced Concrete Decksq. ft.21,23721,18410430
Wearing Surfacessq. ft.18,67718,63213320
Reinforced Concrete Floor Beamlinear ft.6464000
Steel Columneach164930
Steel Protective Coatingsq. ft.832832000
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.7771060
Masonry Pier Walllinear ft.3529060
Reinforced Concrete Abutmentlinear ft.3203200
Steel Pier Caplinear ft.3012603380
Steel Protective Coatingsq. ft.24,76924,769000
Strip Seal Jointlinear ft.33502316737
Elastomeric Bearingeach2727000
Steel Protective Coatingsq. ft.108108000
Fixed Bearingeach2323000
Steel Protective Coatingsq. ft.9292000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0701,0066040