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RTE 907L over EAST 96TH STREET, YORK A

Map

Coordinates:
+40.78292, -73.94397
40°46'59" N, 73°56'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over EAST 96TH STREET, YORK A
Structure number:000000002232179
Location:FDR DR AND E96 STREET
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:627.0 ft. [191.1 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:171,573 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:67.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactoryGoodGood17157367.3
July 2014FairSatisfactoryGoodGood17157382.1
August 2012FairSatisfactoryGoodGood17160082.1
September 2010FairSatisfactoryGoodGood15999382.1
October 2008FairSatisfactoryGoodGood15999382.1
May 2006FairSatisfactoryGoodGood15999382.1
June 2004FairSatisfactoryGoodGood15999382.1
July 2002FairSatisfactoryGoodGood16158579.6
June 2000FairSatisfactorySatisfactorySatisfactory16158579.6
May 1998FairSatisfactoryGoodGood15345979.6
August 1996FairFairFairFair15490558.9
September 1994FairSatisfactoryFairFair13849777.0
October 1992PoorVery GoodSeriousSerious1199030.0
December 1991PoorVery GoodVery GoodSerious1199018.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.486481050
Steel Girder/Beamlinear ft.4,2332,6461,58430
Steel Protective Coatingsq. ft.38,36938,3135600
Deck
Reinforced Concrete Decksq. ft.33,40629,8263,58000
Wearing Surfacessq. ft.31,11230,96801440
Superstructure
Reinforced Concrete Floor Beamlinear ft.320320000
Deck
Reinforced Concrete Top Flangesq. ft.12,88411,6841,175250
Wearing Surfacessq. ft.11,74411,744000
Substructure
Steel Columneach125610
Steel Protective Coatingsq. ft.5525220300
Reinforced Concrete Columneach3939000
Reinforced Concrete Pier Walllinear ft.828817920
Reinforced Concrete Abutmentlinear ft.160160000
Steel Pier Caplinear ft.30215115100
Steel Protective Coatingsq. ft.3,9263,926000
Reinforced Concrete Pier Caplinear ft.1471320150
Joints
Strip Seal Jointlinear ft.4801202001600
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach3333000
Pot Bearingeach2222000
Steel Protective Coatingsq. ft.4444000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8811,25406270
Deck
Reinforced Concrete Slabsq. ft.3,6803,38030000
Wearing Surfacessq. ft.3,4043,404000