+40.78948, -73.78209
40°47'22" N, 73°46'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907A over TOTTEN AVE
Structure number:000000002231900
Location:.4 MI E JCT I295 & C I PK
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:53.8 ft. [16.4 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance above deck:21.3 ft. [6.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:113,306 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,198,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016PoorPoorSatisfactorySatisfactory11330677.6
May 2014PoorPoorSatisfactorySatisfactory11330682.1
June 2012PoorPoorSatisfactorySatisfactory11330069.4
June 2010PoorPoorSatisfactorySatisfactory11330669.4
June 2008PoorPoorSatisfactorySatisfactory11330669.4
June 2006PoorPoorSatisfactorySatisfactory7860069.4
June 2004PoorPoorSatisfactorySatisfactory7860056.6
August 2002PoorPoorFairSatisfactory9270073.1
March 2000PoorPoorFairSatisfactory9270061.0
May 1998FairFairFairSatisfactory9270061.0
June 1997PoorPoorPoorSatisfactory9270046.0
July 1996PoorPoorFairPoor9270051.9
June 1995PoorSeriousFairPoor9270051.9
May 1994PoorSeriousFairPoor9270050.5
June 1993PoorSeriousFairPoor9270049.5
July 1992PoorSeriousFairPoor9270049.5
July 1991PoorSeriousFairPoor9270058.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.108010620
Steel Protective Coatingsq. ft.1,5971,43716000
Steel Stringerlinear ft.648648000
Steel Protective Coatingsq. ft.5,6704,82085000
Reinforced Concrete Decksq. ft.4,5361,6542,7221600
Wearing Surfacessq. ft.4,2984,2237500
Reinforced Concrete Abutmentlinear ft.1681422600
Compression Jointlinear ft.8585000
Movable Bearingeach1414000
Steel Protective Coatingsq. ft.147700
Fixed Bearingeach1401400
Steel Protective Coatingsq. ft.1403110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.108097110
Steel Protective Coatingsq. ft.7647260380