RTE 907V over RTE 907V, RTE 907V


+40.84476, -73.94506
40°50'41" N, 73°56'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over RTE 907V, RTE 907V
Structure number:000000002229350
Location:4.6 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.7 ft. [24.9 m]
Total length:1094.2 ft. [333.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:19
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Good [7 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 corrrective action [3]
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:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,584,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodGoodFair-81.0
November 2014FairGoodGoodFair2630051.0
November 2012FairGoodGoodFair2630051.0
October 2010FairGoodGoodSatisfactory2630063.5
November 2008FairGoodGoodSatisfactory2630063.5
June 2006FairGoodGoodSatisfactory2630063.5
July 2004FairGoodGoodSatisfactory2630063.5
October 2002FairGoodGoodSatisfactory2630062.5
August 2000FairGoodGoodSatisfactory2630062.5
October 1998GoodGoodGoodGood2630062.5
November 1996PoorPoorFairPoor2630032.0
November 1994PoorPoorFairPoor2630038.0
November 1992PoorPoorPoorPoor2630038.0
November 1990PoorFairFairPoor2630040.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,8222,822000
Steel Protective Coatingsq. ft.28,53628,27500261
Reinforced Concrete Girder/Beamlinear ft.275275000
Reinforced Concrete Decksq. ft.36,07234,6113501,1110
Wearing Surfacessq. ft.31,82131,61802030
Steel Floor Beamlinear ft.1,2231,223000
Steel Protective Coatingsq. ft.9,2839,283000
Reinforced Concrete Columneach3731240
Reinforced Concrete Pier Walllinear ft.1591440150
Reinforced Concrete Abutmentlinear ft.9082080
Reinforced Concrete Pile Cap/Footinglinear ft.233233000
Reinforced Concrete Pier Caplinear ft.4744630110
Compression Jointlinear ft.54510404410
Movable Bearingeach53203300
Steel Protective Coatingsq. ft.53133316
Fixed Bearingeach3428600
Steel Protective Coatingsq. ft.3430400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1802,173070