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181st ST to95I NB over RTE I95, RTE 95I

Map

Coordinates:
+40.84470, -73.92340
40°50'41" N, 73°55'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:181st ST to95I NB over RTE I95, RTE 95I
Structure number:000000001066920
Location:JCT I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:213.9 ft. [65.2 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:47°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,748,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryFair-77.0
July 2014FairSatisfactorySatisfactoryFair1242062.0
August 2012FairSatisfactorySatisfactoryFair1242062.0
September 2010FairSatisfactorySatisfactoryFair1242064.0
September 2008FairSatisfactorySatisfactoryFair1242062.0
September 2006FairSatisfactorySatisfactorySatisfactory1242073.0
September 2004FairSatisfactorySatisfactorySatisfactory1242073.0
October 2002FairSatisfactorySatisfactorySatisfactory1573673.0
August 2000FairSatisfactorySatisfactorySatisfactory1573673.0
July 1998FairSatisfactorySatisfactorySatisfactory1573673.0
December 1996PoorFairPoorPoor100048.8
November 1994PoorFairPoorPoor100048.8
November 1992PoorFairPoorPoor100048.8
November 1990PoorFairPoorFair100051.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.422421010
Steel Protective Coatingsq. ft.13,18510,5852,60000
Steel Stringerlinear ft.211211000
Steel Protective Coatingsq. ft.1,6641,34400320
Deck
Reinforced Concrete Decksq. ft.6,5236,523000
Wearing Surfacessq. ft.5,2725,2520200
Superstructure
Steel Floor Beamlinear ft.220220000
Steel Protective Coatingsq. ft.1,9171,53738000
Substructure
Reinforced Concrete Abutmentlinear ft.128126020
Joints
Pourable Jointlinear ft.6363000
Assembly without Seal Jointlinear ft.65450200
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.40300010
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.506506000
Steel Protective Coatingsq. ft.2,5042,00400500