RTE 907H over RTE 907F, 907F X(WB)


+40.85625, -73.87248
40°51'22" N, 73°52'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907H over RTE 907F, 907F X(WB)
Structure number:000000001067119
Location:1.4MI N I95+BX RIVER PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.9 ft. [20.1 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:112.9 ft. [34.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1949
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:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:110,518 [as of 2015]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory11051883.6
August 2015PoorPoorPoorSatisfactory11388435.9
August 2013PoorPoorPoorSatisfactory10655135.9
August 2011PoorPoorPoorSatisfactory10660032.0
August 2009PoorPoorPoorSatisfactory11104832.0
June 2007PoorPoorPoorSatisfactory11242132.0
July 2005PoorPoorPoorSatisfactory10442336.0
July 2003Poor-PoorSatisfactory9082839.0
August 2001PoorPoorPoorSatisfactory7576336.0
September 1999PoorGoodPoorFair8471339.0
March 1998PoorPoorPoorFair11376936.0
January 1996Poor-PoorPoor10394041.0
February 1994Poor-PoorPoor10394041.0
March 1992Poor-PoorPoor7068058.4
March 1990Poor-PoorPoor7034166.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.116116000
Reinforced Concrete Abutmentlinear ft.232232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2440196480
Steel Protective Coatingsq. ft.2,1620002,162
Reinforced Concrete Bridge Raillinear ft.244244000
Reinforced Concrete Slabsq. ft.14,3848,6325,75200
Wearing Surfacessq. ft.13,2066,6036,60300