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W KINGS BRIDGE RD over MNRR Yard Tracks

Map

Coordinates:
+40.87330, -73.90628
40°52'24" N, 73°54'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W KINGS BRIDGE RD over MNRR Yard Tracks
Structure number:000000002241489
Location:AT KINGS BRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:105.3 ft. [32.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1912
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,450 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,498,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodVery GoodVery GoodGood1345089.3
August 2014GoodVery GoodVery GoodGood790089.6
June 2012GoodVery GoodVery GoodGood790089.6
June 2010GoodVery GoodVery GoodGood790089.6
May 2008GoodVery GoodVery GoodGood2374588.8
May 2006GoodVery GoodVery GoodGood1810189.1
May 2004GoodVery GoodVery GoodGood790089.6
July 2002GoodVery GoodVery GoodGood790089.6
June 2000GoodVery GoodVery GoodGood790093.6
August 1998FairVery GoodVery GoodSatisfactory790095.6
April 1996FairSatisfactorySatisfactoryFair790084.1
May 1994FairSatisfactorySatisfactoryFair790084.0
July 1992FairSatisfactorySatisfactoryFair790082.0
June 1990FairSatisfactorySatisfactoryFair790082.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,1021,88222000
Deck
Reinforced Concrete Decksq. ft.3,0873,087000
Prestressed Concrete Top Flangesq. ft.8,1938,193000
Wearing Surfacessq. ft.6,7045,8048001000
Substructure
Reinforced Concrete Pier Walllinear ft.108921060
Reinforced Concrete Abutmentlinear ft.2161882530
Joints
Compression Jointlinear ft.2120102020
Bearings
Elastomeric Bearingeach8888000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.192192000