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WEST233 STREET over RTE I87, RTE I87

Map

Coordinates:
+40.88006, -73.90221
40°52'48" N, 73°54'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST233 STREET over RTE I87, RTE I87
Structure number:000000001066980
Location:2.7 MI N I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:83°
Owner:State Highway Agency [01]
Year built:1955
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:90.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$28,343,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairSatisfactorySatisfactory-90.0
January 2016FairFairSatisfactorySatisfactory-90.0
January 2014FairFairSatisfactorySatisfactory216579.4
February 2012FairFairSatisfactorySatisfactory216578.0
March 2010FairFairSatisfactorySatisfactory216578.0
February 2008FairFairSatisfactorySatisfactory216578.0
January 2006FairFairFairSatisfactory216569.6
January 2004FairSatisfactorySatisfactoryFair216570.6
February 2002FairSatisfactorySatisfactorySatisfactory189685.0
February 2000FairSatisfactorySatisfactoryFair189678.7
April 1998FairFairSatisfactoryFair189677.7
February 1996PoorPoorFairPoor189646.5
March 1994PoorPoorFairPoor170046.7
April 1992PoorPoorFairPoor170046.7
June 1990PoorFairFairPoor170046.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2001,200000
Steel Protective Coatingsq. ft.10,2003,0602,0405,1000
Deck
Reinforced Concrete Decksq. ft.6,2004,3341,86060
Wearing Surfacessq. ft.3,0001,5001,50000
Substructure
Reinforced Concrete Pier Walllinear ft.62050120
Reinforced Concrete Abutmentlinear ft.164016220
Joints
Strip Seal Jointlinear ft.1242445550
Bearings
Movable Bearingeach3636000
Steel Protective Coatingsq. ft.36241200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2001802000
Steel Protective Coatingsq. ft.2,8001,5407005600
Reinforced Concrete Bridge Raillinear ft.20010010000