E.60thST toFDR NB over RTE 907L


+40.75895, -73.95848
40°45'32" N, 73°57'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E.60thST toFDR NB over RTE 907L
Structure number:000000002233040
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:57.7 ft. [17.6 m]
Total length:728.1 ft. [221.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:17
Main spans material:Concrete [1]
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: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:36 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:37.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,530,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorFairPoorPoor3637.0
August 2016PoorFairPoorPoor3652.7
July 2015PoorFairPoorPoor3637.0
July 2014PoorFairPoorPoor3637.0
July 2013PoorFairPoorPoor3637.0
July 2012PoorFairPoorPoor3635.0
July 2011PoorFairPoorFair3655.6
July 2010PoorFairPoorPoor655440.7
August 2009PoorFairPoorPoor655440.7
May 2008PoorFairPoorPoor655414.9
July 2007PoorFairPoorPoor3637.0
June 2006PoorFairPoorPoor3637.0
July 2005Poor-PoorPoor3639.0
May 2004PoorFairPoorPoor3633.0
August 2003PoorFairPoorPoor3633.0
May 2002PoorFairPoorPoor28516.4
April 2001PoorFairPoorPoor28531.3
June 2000PoorFairPoorPoor28531.3
June 1999PoorFairSeriousSerious28516.4
March 1998PoorFairSeriousPoor28516.4
May 1997PoorPoorSeriousSerious28516.4
June 1996PoorPoorSeriousSerious28515.9
July 1995PoorPoorSeriousSerious30016.0
September 1994PoorPoorSeriousSerious30016.0
June 1993PoorPoorSeriousSerious30016.0
August 1992PoorPoorSeriousSerious30016.0
August 1991PoorFairSeriousSerious30016.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1121,112000
Steel Girder/Beamlinear ft.79018806020
Steel Protective Coatingsq. ft.6,2065,47600730
Reinforced Concrete Girder/Beamlinear ft.450443070
Reinforced Concrete Decksq. ft.6,3754,2501,2758500
Wearing Surfacessq. ft.5,1391,5422,0701,5270
Reinforced Concrete Columneach2012260
Reinforced Concrete Pier Walllinear ft.62955156220
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.6868000
Strip Seal Jointlinear ft.172001720
Compression Jointlinear ft.3434000
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3311,19513600
Reinforced Concrete Slabsq. ft.16,632015,0021,6300
Wearing Surfacessq. ft.14,22212,3721,2835670