RTE I678 over RTE 907A, RTE I678


+40.78950, -73.82248
40°47'22" N, 73°49'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE 907A, RTE I678
Structure number:000000001065210
Location:2.1 MI NE JCT I678 & SH 2
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.8 ft. [23.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:140,410 [as of 2008]
Truck traffic:9% 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: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:74.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$88,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactorySatisfactory14041074.0
June 2014FairSatisfactorySatisfactorySatisfactory14041074.0
July 2012FairSatisfactorySatisfactorySatisfactory14040074.0
July 2010FairSatisfactorySatisfactorySatisfactory11748274.0
September 2008FairSatisfactorySatisfactorySatisfactory11753374.0
August 2006FairSatisfactorySatisfactorySatisfactory11460074.0
July 2004FairSatisfactorySatisfactorySatisfactory13842365.2
August 2002FairSatisfactorySatisfactorySatisfactory14498964.4
May 2000FairSatisfactorySatisfactorySatisfactory16184164.4
July 1998FairFairSatisfactorySatisfactory13798663.4
August 1996PoorPoorFairPoor13579636.2
July 1994PoorPoorFairPoor13579640.2
July 1992PoorPoorFairPoor10510040.2
September 1990PoorPoorFairPoor10510042.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4624392300
Steel Protective Coatingsq. ft.4,8514,60924200
Reinforced Concrete Abutmentlinear ft.74383600
Corrugated or Orthotropic Decksq. ft.2,3872,387000
Wearing Surfacessq. ft.2,0021,38606160
Pourable Jointlinear ft.7400740
Movable Bearingeach64200
Steel Protective Coatingsq. ft.64200
Fixed Bearingeach64200
Steel Protective Coatingsq. ft.64200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.154154000
Steel Protective Coatingsq. ft.762762000
Masonry Bridge Raillinear ft.154154000