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HYLAN BLVD NB over RTE I278, RTE I278

Map

Coordinates:
+40.60600, -74.07658
40°36'22" N, 74°04'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HYLAN BLVD NB over RTE I278, RTE I278
Structure number:000000001067840
Location:2.3MI W JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,175 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,565,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairExcellentFairSatisfactory917582.5
September 2014PoorPoorFairSatisfactory988477.4
August 2012PoorPoorFairSatisfactory988460.2
September 2010PoorPoorGoodSatisfactory1003671.3
October 2009PoorPoorGoodSatisfactory1003671.3
October 2008PoorPoorGoodSatisfactory1003671.3
June 2006PoorPoorGoodSatisfactory988471.3
May 2004PoorPoorGoodSatisfactory988472.4
June 2002PoorPoorGoodSatisfactory988472.4
July 2000FairFairVery GoodFair988463.2
September 1998PoorPoorSatisfactoryFair1040161.2
October 1996PoorPoorFairPoor620047.5
October 1994PoorPoorFairFair620061.2
October 1992PoorPoorFairPoor620047.8
September 1990PoorPoorPoorPoor620047.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,28801,28170
Steel Protective Coatingsq. ft.20,610020,61000
Deck
Reinforced Concrete Decksq. ft.10,83210,832000
Concrete Protective Coatingsq. ft.10,83710,837000
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.106010600
Reinforced Concrete Pier Caplinear ft.53030230
Joints
Compression Jointlinear ft.156156000
Bearings
Movable Bearingeach120660
Steel Protective Coatingsq. ft.4804800
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.4804800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.430430000