Share:

RTE I278 over LILY POND AVENUE

Map

Coordinates:
+40.60303, -74.06553
40°36'11" N, 74°03'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over LILY POND AVENUE
Structure number:000000005521929
Location:W OF I278 & THE NARROWS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:415.0 ft. [126.5 m]
Deck width edge-to-edge:423.9 ft. [129.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:33°
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: 2091

Good/Fair/Poor Condition:Poor
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Sufficiency rating:943.0
Estimated cost of work:$306,336,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
2091PoorPoorExcellentGood-943.0
September 2016GoodExcellentGoodGood18267681.3
September 2014GoodExcellentGoodGood18267681.3
September 2012GoodExcellentGoodGood18270081.3
September 2010GoodExcellentGoodGood18976783.3
September 2008FairExcellentGoodSatisfactory18996283.3
July 2006PoorPoorSatisfactoryPoor10314153.3
July 2004PoorFairSatisfactoryPoor20265055.3
August 2002PoorFairSatisfactoryPoor19074555.3
June 2000PoorFairSatisfactoryPoor18424255.3
June 1998PoorFairSatisfactoryPoor18203955.3
June 1996PoorPoorFairPoor11895753.3
May 1994PoorPoorFairPoor16850053.3
June 1990PoorPoorSatisfactoryPoor16850052.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,6615,57764200
Deck
Reinforced Concrete Decksq. ft.42,34540,3072,03620
Substructure
Reinforced Concrete Abutmentlinear ft.846084600
Joints
Pourable Jointlinear ft.72802914370
Compression Jointlinear ft.4290409200
Bearings
Fixed Bearingeach5205200
Disk Bearingeach5205200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000