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ST NICHOLAS AVE over RTE I95

Map

Coordinates:
+40.84775, -73.93488
40°50'52" N, 73°56'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST NICHOLAS AVE over RTE I95
Structure number:000000005522610
Location:0.15MI E OF 95I & US 9
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:Local Toll Authority [32]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,199 [as of 2016]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,444,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair1219979.6
August 2015FairSatisfactorySatisfactoryFair-82.0
August 2013FairSatisfactorySatisfactoryFair1248481.3
August 2011FairSatisfactorySatisfactoryFair1248481.3
August 2009FairSatisfactorySatisfactoryFair1248481.3
July 2007FairSatisfactorySatisfactoryFair1248481.3
July 2005FairSatisfactorySatisfactoryFair1248481.3
June 2003FairSatisfactorySatisfactoryFair1248481.3
August 2001FairSatisfactorySatisfactoryFair1248481.3
August 1999FairSatisfactorySatisfactoryFair1248481.3
August 1997FairSatisfactorySatisfactoryFair1248481.3
August 1995PoorFairPoorPoor1248464.5
August 1993PoorFairPoorFair1000064.8
July 1991FairSatisfactoryFairFair1000062.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,39201,324680
Deck
Reinforced Concrete Decksq. ft.19,000019,00000
Wearing Surfacessq. ft.11,40007,9803,4200
Concrete Protective Coatingsq. ft.19,000018,172328500
Substructure
Other Material Columneach80800
Steel Protective Coatingsq. ft.754075400
Reinforced Concrete Abutmentlinear ft.200020000
Reinforced Concrete Pier Caplinear ft.100060400
Joints
Strip Seal Jointlinear ft.300029550
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.3201688
Fixed Bearingeach1601330
Steel Protective Coatingsq. ft.3201688