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WEST 234TH STREET over RTE I87, 87I 87IX1M11063

Map

Coordinates:
+40.88098, -73.90161
40°52'52" N, 73°54'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 234TH STREET over RTE I87, 87I 87IX1M11063
Structure number:000000001066990
Location:2.8 MI N I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:48.9 ft. [14.9 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:
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Truck traffic:4% 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: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:77.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,984,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory-77.9
August 2015FairSatisfactoryFairSatisfactory-77.9
September 2013FairSatisfactoryFairSatisfactory239066.9
October 2011FairSatisfactoryFairSatisfactory239065.6
October 2010FairSatisfactoryFairSatisfactory239065.6
October 2009FairSatisfactoryFairSatisfactory239065.6
September 2007FairSatisfactoryFairSatisfactory239066.9
September 2005FairSatisfactoryFairSatisfactory239066.9
September 2003FairSatisfactoryFairSatisfactory239066.9
October 2001FairSatisfactoryFairSatisfactory211974.1
November 1999FairSatisfactorySatisfactorySatisfactory211985.1
March 1998FairFairSatisfactorySatisfactory211984.1
January 1996FairFairFairFair211960.6
March 1994PoorFairFairPoor250046.5
March 1992PoorFairFairPoor250046.5
June 1990FairFairFairFair250060.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1261,0804150
Steel Protective Coatingsq. ft.8,2882882,0725,9280
Steel Stringerlinear ft.9509500
Steel Protective Coatingsq. ft.533053300
Deck
Reinforced Concrete Decksq. ft.5,7003,4132,28070
Wearing Surfacessq. ft.2,8502,28057000
Substructure
Reinforced Concrete Pier Walllinear ft.6060000
Reinforced Concrete Abutmentlinear ft.1201021800
Joints
Compression Jointlinear ft.120309000
Bearings
Elastomeric Bearingeach3636000
Steel Protective Coatingsq. ft.3636000
Fixed Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1907611400
Steel Protective Coatingsq. ft.932093200
Reinforced Concrete Bridge Raillinear ft.190190000