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W KINGS BRIDGE RD over RTE I87, RTE I87

Map

Coordinates:
+40.87327, -73.90614
40°52'24" N, 73°54'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W KINGS BRIDGE RD over RTE I87, RTE I87
Structure number:000000001066959
Location:2.2 MI N JCT I87 & I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:118.4 ft. [36.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1954
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,798 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Equal to present minimum criteria [6]
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:72.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$12,745,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory2079872.4
September 2015FairSatisfactoryFairFair2145179.6
September 2013FairSatisfactoryFairFair2145172.4
October 2011FairSatisfactoryFairFair1725172.6
October 2009FairSatisfactoryFairFair2374572.2
October 2007PoorSatisfactoryFairPoor2374555.7
October 2005PoorSatisfactoryFairPoor1725156.2
October 2003PoorSatisfactoryFairPoor1725156.2
October 2001PoorSatisfactoryFairPoor1504356.3
November 1999PoorSatisfactoryFairPoor1504363.8
March 1998PoorSatisfactoryFairPoor1504363.8
January 1996PoorFairPoorPoor1504361.6
February 1994PoorFairPoorPoor1810061.7
March 1992PoorFairPoorPoor1810061.7
September 1990PoorFairPoorPoor1810061.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,30002,276240
Steel Protective Coatingsq. ft.345,0000172,500172,5000
Deck
Reinforced Concrete Decksq. ft.11,738011,700380
Wearing Surfacessq. ft.8,33308,2091240
Substructure
Reinforced Concrete Pier Walllinear ft.119011450
Reinforced Concrete Abutmentlinear ft.237023520
Joints
Compression Jointlinear ft.222217500
Bearings
Elastomeric Bearingeach46192700
Steel Protective Coatingsq. ft.4604600
Fixed Bearingeach2302300
Steel Protective Coatingsq. ft.4604600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200019820
Steel Protective Coatingsq. ft.2000140600
Reinforced Concrete Bridge Raillinear ft.200020000