+40.83847, -73.87317
40°50'18" N, 73°52'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907H over AMTRAK/CSXT/P&W
Structure number:000000001076729
Location:.1 MILE N JCT I95 & BRP
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:86.0 ft. [26.2 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:110,518 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:25.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,967,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorPoorPoorPoor11051825.5
December 2016PoorPoorPoorPoor11010925.5
November 2015PoorPoorFairPoor11388422.0
October 2014PoorPoorFairPoor10655122.0
November 2013PoorPoorFairPoor10655133.7
December 2012PoorPoorFairPoor10660033.7
November 2011PoorPoorFairPoor10660033.7
December 2010PoorPoorFairPoor10655133.7
October 2009PoorPoorFairPoor10655133.7
November 2008PoorPoorFairPoor10666433.7
September 2007PoorPoorFairPoor10666433.7
September 2006PoorPoorFairPoor12587932.0
July 2005PoorPoorFairPoor12587932.0
September 2004PoorPoorFairPoor12587932.0
November 2003PoorPoorFairPoor12587932.0
July 2002PoorPoorFairPoor7576337.6
July 2001PoorPoorFairPoor7576340.1
July 2000PoorPoorFairPoor7576340.1
September 1999PoorPoorFairPoor10126425.4
December 1998PoorPoorFairPoor10778825.4
December 1997PoorPoorSatisfactoryPoor9608625.4
August 1996PoorPoorFairPoor9608634.0
November 1995PoorPoorFairPoor9608634.0
December 1994PoorPoorSeriousPoor10394017.0
October 1992PoorPoorFairPoor9608634.0
November 1990PoorPoorFairPoor4000041.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4334141900
Steel Protective Coatingsq. ft.7,70601,65306,053
Steel Stringerlinear ft.1,7341,63584150
Steel Protective Coatingsq. ft.9,40604,09605,310
Reinforced Concrete Decksq. ft.13,0963,2789,788300
Wearing Surfacessq. ft.9,8269,65417200
Steel Floor Beamlinear ft.826696553045
Steel Protective Coatingsq. ft.7,30501,80505,500
Steel Columneach30300
Steel Protective Coatingsq. ft.2500500200
Reinforced Concrete Pier Walllinear ft.1411112550
Reinforced Concrete Abutmentlinear ft.24181201400
Reinforced Concrete Pile Cap/Footinglinear ft.111111000
Compression Jointlinear ft.24189920114
Movable Bearingeach100262
Steel Protective Coatingsq. ft.6000060
Fixed Bearingeach33000
Steel Protective Coatingsq. ft.1500015
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.289289000
Steel Protective Coatingsq. ft.1,18807001,118
Reinforced Concrete Bridge Raillinear ft.433318100150