+40.60607, -74.07781
40°36'22" N, 74°04'40" W
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:221.8 ft. [67.6 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:14.4 ft. [4.4 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]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:71.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$12,324,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201671.0FairExcellentGoodSatisfactoryFO15632
September 201468.4PoorPoorGoodSatisfactorySD9291
August 201268.4PoorPoorGoodSatisfactorySD9291
September 201068.4PoorPoorGoodGoodSD9291
October 200868.3PoorPoorGoodGoodSD10735
June 200668.4PoorPoorGoodGoodSD9291
May 200468.4PoorPoorGoodGoodSD9291
June 200270.4FairFairGoodGoodFO9291
July 200071.4FairSatisfactoryVery GoodGoodFO9291
September 199858.2PoorPoorSatisfactoryFairSD9617
October 199645.5PoorPoorFairPoorSD6200
October 199445.8PoorPoorFairPoorSD6200
October 199245.8PoorPoorFairPoorSD6200
September 199045.8PoorPoorFairPoorSD6200