RTE 25 over RTE 907M


+40.75745, -73.85350
40°45'27" N, 73°51'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over RTE 907M
Structure number:000000001075960
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:116.8 ft. [35.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:68,361 [as of 2008]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:91.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,845,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodSatisfactorySatisfactory6836191.6
June 2015FairVery GoodSatisfactorySatisfactory1222794.4
May 2013FairVery GoodSatisfactorySatisfactory1222794.4
June 2011FairVery GoodSatisfactorySatisfactory1222794.4
May 2009FairExcellentSatisfactorySatisfactory1222794.4
May 2007FairExcellentSatisfactorySatisfactory1222794.4
May 2005FairExcellentSatisfactorySatisfactory1222794.4
April 2003FairExcellentSatisfactorySatisfactory1222794.4
May 2001FairExcellentSatisfactorySatisfactory1222794.4
January 1999FairExcellentVery GoodSatisfactory1222794.4
April 1997GoodExcellentVery GoodVery Good1222794.4
May 1995PoorVery GoodSatisfactoryPoor846448.5
March 1995PoorFairSatisfactoryPoor846447.4
May 1992PoorFairSatisfactoryPoor846447.4
September 1990PoorPoorSatisfactoryPoor846460.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.351351000
Steel Protective Coatingsq. ft.5,32504,47679950
Reinforced Concrete Decksq. ft.2,5742,574000
Wearing Surfacessq. ft.2,45702,45700
Reinforced Concrete Abutmentlinear ft.4400440
Compression Jointlinear ft.50015350
Elastomeric Bearingeach66000
Steel Protective Coatingsq. ft.120930
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.234023400