RTE 278 over RTE 907C


+40.60875, -74.03441
40°36'31" N, 74°02'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 278 over RTE 907C
Structure number:000000005521900
Location:AT JCT I278 & BSHP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:108.9 ft. [33.2 m]
Total length:690.0 ft. [210.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:145,330 [as of 2018]
Truck traffic:8% 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:48.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,772,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactoryFair14533048.0
July 2016FairSatisfactorySatisfactoryFair15482648.0
July 2014FairSatisfactorySatisfactoryFair870060.3
July 2012FairSatisfactorySatisfactoryFair870060.3
September 2010FairSatisfactorySatisfactoryFair870060.3
August 2008FairSatisfactorySatisfactoryFair870060.3
July 2006FairSatisfactorySatisfactoryFair870060.3
July 2004FairSatisfactorySatisfactoryFair870043.1
August 2002FairSatisfactorySatisfactoryFair870043.1
June 2000FairSatisfactorySatisfactoryFair870043.1
June 1998FairSatisfactorySatisfactoryFair870043.1
June 1996PoorFairPoorPoor870043.9
May 1994PoorFairPoorPoor870044.1
June 1992PoorFairPoorPoor87000.0
May 1990PoorFairPoorPoor870044.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,2551,538676410
Steel Protective Coatingsq. ft.37,45725,72110,0471,189500
Reinforced Concrete Decksq. ft.13,92613,49242770
Wearing Surfacessq. ft.11,00410,2685711650
Reinforced Concrete Pier Walllinear ft.92281575320
Reinforced Concrete Abutmentlinear ft.3232000
Reinforced Concrete Pier Caplinear ft.1701214450
Compression Jointlinear ft.244002440
Movable Bearingeach2502230
Steel Protective Coatingsq. ft.1757010500
Fixed Bearingeach25151000
Steel Protective Coatingsq. ft.1751057000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,361958423610
Reinforced Concrete Bridge Raillinear ft.1,3611,028254790
Reinforced Concrete Slabsq. ft.6,6415,92371800
Wearing Surfacessq. ft.5,5735,31725600