+40.85034, -73.94459
40°51'01" N, 73°56'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over TERRAIN
Structure number:000000002229380
Location:5 MI NE JCT SH9A &79TH ST
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.9 ft. [15.2 m]
Total length:602.1 ft. [183.5 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Vertical clearance above deck:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:16
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:87,184 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory8718497.0
July 2015FairGoodSatisfactorySatisfactory9364597.0
July 2013FairGoodSatisfactorySatisfactory9364597.0
August 2011FairGoodSatisfactorySatisfactory6781497.0
October 2009FairGoodSatisfactorySatisfactory7986097.0
August 2007FairGoodSatisfactorySatisfactory7986097.0
October 2006FairGoodSatisfactorySatisfactory8348097.0
August 2005PoorGoodSatisfactoryPoor6781470.0
July 2004PoorGoodSatisfactoryPoor6781470.0
September 2003PoorGoodSatisfactoryPoor6781470.0
May 2002PoorGoodSatisfactoryPoor6197170.0
June 2001PoorGoodSatisfactoryPoor6197170.0
August 2000PoorGoodSatisfactoryPoor5716468.0
June 1999PoorGoodSatisfactoryPoor5588268.0
May 1998PoorGoodSatisfactoryPoor5437468.0
July 1997PoorGoodFairSerious8703451.0
June 1995PoorFairFairPoor8703467.0
September 1993PoorFairPoorPoor11980067.0
September 1992PoorSatisfactoryFairPoor9943368.0
August 1991PoorSatisfactoryFairPoor9943368.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.594594000
Steel Protective Coatingsq. ft.8,6776776,7201,2800
Reinforced Concrete Decksq. ft.23,64518,6854,8601000
Wearing Surfacessq. ft.22,1254,54017,58500
Steel Floor Beamlinear ft.1,5681,568000
Steel Protective Coatingsq. ft.12,681010,2242,4570
Steel Columneach137240
Steel Protective Coatingsq. ft.2,1801,888274180
Reinforced Concrete Columneach4039010
Reinforced Concrete Abutmentlinear ft.8408400
Reinforced Concrete Pile Cap/Footinglinear ft.1010000
Steel Pier Caplinear ft.2432103300
Steel Protective Coatingsq. ft.1,8611,33552600
Compression Jointlinear ft.29449231140
Elastomeric Bearingeach1010000
Steel Protective Coatingsq. ft.107300
Movable Bearingeach1613120
Steel Protective Coatingsq. ft.1610222
Fixed Bearingeach3130100
Steel Protective Coatingsq. ft.3226600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.923923000
Reinforced Concrete Slabsq. ft.3,4803,480000
Wearing Surfacessq. ft.3,35803,35800