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HYLAN BLVD SB over RTE I278, RTE I278

Map

Coordinates:
+40.60607, -74.07781
40°36'22" N, 74°04'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HYLAN BLVD SB over RTE I278, RTE I278
Structure number:000000001067830
Location:2.4MI W JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:222.1 ft. [67.7 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:13.1 ft. [4.0 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:15,632 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:71.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$12,324,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairExcellentGoodSatisfactory1563271.0
September 2014PoorPoorGoodSatisfactory929168.4
August 2012PoorPoorGoodSatisfactory929168.4
September 2010PoorPoorGoodGood929168.4
October 2008PoorPoorGoodGood1073568.3
June 2006PoorPoorGoodGood929168.4
May 2004PoorPoorGoodGood929168.4
June 2002FairFairGoodGood929170.4
July 2000FairSatisfactoryVery GoodGood929171.4
September 1998PoorPoorSatisfactoryFair961758.2
October 1996PoorPoorFairPoor620045.5
October 1994PoorPoorFairPoor620045.8
October 1992PoorPoorFairPoor620045.8
September 1990PoorPoorFairPoor620045.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,30701,30700
Steel Protective Coatingsq. ft.20,79910,36710,43200
Deck
Reinforced Concrete Decksq. ft.11,00111,001000
Wearing Surfacessq. ft.9,6819,681000
Substructure
Reinforced Concrete Columneach42020
Reinforced Concrete Abutmentlinear ft.109097120
Reinforced Concrete Pier Caplinear ft.53153800
Joints
Compression Jointlinear ft.156156000
Bearings
Elastomeric Bearingeach2402310
Steel Protective Coatingsq. ft.6006000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.436436000