RTE 25 over RTE I678, RTE I678


+40.71025, -73.82101
40°42'37" N, 73°49'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over RTE I678, RTE I678
Structure number:000000001055739
Location:JCT I678 & SH 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:136.8 ft. [41.7 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:312.0 ft. [95.1 m]
Deck width edge-to-edge:476.1 ft. [145.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:67°
Owner:State Highway Agency [01]
Year built:1953
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,805 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
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:80.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$69,643,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairFairFair3080580.2
July 2014FairFairFairFair3080567.1
August 2012FairFairSatisfactoryFair3080067.1
July 2010FairFairSatisfactoryFair2960767.2
May 2008FairFairSatisfactoryFair2960767.2
March 2006FairFairSatisfactoryFair3112767.1
March 2004FairFairSatisfactoryFair3522966.8
June 2002FairFairSatisfactoryFair3522980.0
March 2000PoorPoorSatisfactoryFair3522977.9
March 1998FairFairSatisfactoryFair3522980.0
April 1996PoorPoorFairPoor3522958.5
March 1994PoorPoorFairPoor3522959.6
March 1992PoorFairFairPoor3522961.8
May 1990PoorFairFairPoor3522961.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,5014,501000
Prestressed Concrete Top Flangesq. ft.38,40038,400000
Wearing Surfacessq. ft.20,00020,000000
Reinforced Concrete Columneach3131000
Reinforced Concrete Abutmentlinear ft.476476000
Pourable Jointlinear ft.780780000
Movable Bearingeach5656000
Steel Protective Coatingsq. ft.5656000
Fixed Bearingeach3636000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.432432000