RTE 25A over RTE I295, RTE I295


+40.75827, -73.77719
40°45'30" N, 73°46'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25A over RTE I295, RTE I295
Structure number:000000001055489
Location:2.2 MI S I78+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.8 ft. [17.3 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1961
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:36,023 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:58.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,368,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairGoodFair3602358.8
May 2016FairSatisfactoryGoodFair3676459.8
May 2015FairGoodGoodFair3733359.7
February 2014FairGoodGoodFair3733359.7
August 2013PoorGoodGoodPoor3730044.3
February 2012PoorGoodGoodPoor3730044.3
February 2010FairGoodGoodFair3251060.1
February 2008FairGoodGoodFair3410660.0
February 2006FairGoodGoodFair2967060.3
January 2004FairGoodGoodFair2967060.3
February 2002FairGoodGoodFair2967061.0
January 2000FairSatisfactorySatisfactorySatisfactory2967072.1
February 1998PoorSatisfactorySatisfactoryPoor2967044.6
February 1996PoorFairFairPoor2967028.8
February 1994PoorPoorFairPoor2967028.1
January 1992PoorPoorPoorPoor2967028.1
February 1990PoorFairPoorPoor2967033.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,8241,7913120
Steel Protective Coatingsq. ft.15,46215,4164600
Reinforced Concrete Decksq. ft.13,8994,4299,425414
Wearing Surfacessq. ft.10,5605,2805,28000
Reinforced Concrete Columneach80530
Reinforced Concrete Abutmentlinear ft.2460158880
Reinforced Concrete Pier Caplinear ft.123000123
Pourable Jointlinear ft.6161000
Compression Jointlinear ft.30802453132
Elastomeric Bearingeach3231100
Steel Protective Coatingsq. ft.6406400
Fixed Bearingeach32161600
Steel Protective Coatingsq. ft.6406400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.22811411400
Steel Protective Coatingsq. ft.1,28064064000