RTE 25 over RTE I278, RTE I278


+40.74087, -73.89891
40°44'27" N, 73°53'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over RTE I278, RTE I278
Structure number:000000002230530
Location:JCT I278+ROUTE 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.8 ft. [16.7 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:198.8 ft. [60.6 m]
Deck width edge-to-edge:252.0 ft. [76.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:45,110 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,378,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory4511094.0
October 2014GoodVery GoodVery GoodVery Good4511094.0
November 2012GoodExcellentExcellentVery Good4510094.0
November 2010GoodExcellentExcellentVery Good6357094.0
December 2008GoodExcellentExcellentVery Good6357094.0
October 2006FairSatisfactorySatisfactorySatisfactory6357094.0
August 2004FairSatisfactorySatisfactorySatisfactory6357094.0
August 2002FairSatisfactorySatisfactorySatisfactory6357094.0
June 2000FairFairFairSatisfactory6357082.0
September 1998FairSatisfactorySatisfactorySatisfactory6357094.0
December 1997PoorFairPoorFair6357066.0
October 1996PoorPoorPoorPoor6357064.0
August 1995PoorPoorPoorPoor6357064.0
August 1994PoorPoorPoorPoor6357064.0
September 1993PoorPoorPoorPoor6357064.0
October 1992PoorPoorPoorPoor6357064.0
December 1990PoorFairPoorPoor6357066.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,1253,124010
Steel Protective Coatingsq. ft.23,53123,30822300
Reinforced Concrete Decksq. ft.28,19928,05014900
Wearing Surfacessq. ft.22,98622,8909600
Reinforced Concrete Pier Walllinear ft.2562263000
Reinforced Concrete Abutmentlinear ft.5064565000
Pourable Jointlinear ft.252025200
Elastomeric Bearingeach9089100
Steel Protective Coatingsq. ft.9090000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.222222000
Steel Protective Coatingsq. ft.5504678300
Reinforced Concrete Bridge Raillinear ft.3333102300