+40.87613, -73.87071
40°52'34" N, 73°52'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907H over BRONX RIVER
Structure number:000000001076419
Location:2.9 MI N I95+BX RIVER PKY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.0 ft. [19.8 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:136.5 ft. [41.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
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]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:107,898 [as of 2011]
Truck traffic:5% of total traffic
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:25.3 tons [23.0 metric tons]
Sufficiency rating:87.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,168,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201687.6Fair-SatisfactorySatisfactory-107898
January 201465.6Fair-SatisfactorySatisfactoryFO107929
January 201265.6Fair-SatisfactorySatisfactoryFO107900
January 201065.6Fair-SatisfactorySatisfactoryFO105979
January 200865.6Fair-SatisfactorySatisfactoryFO100564
February 200665.6Fair-SatisfactorySatisfactoryFO105521
February 200465.6Fair-SatisfactorySatisfactoryFO105979
March 200265.6Fair-SatisfactorySatisfactoryFO75763
March 200087.0FairSatisfactorySatisfactorySatisfactory-75763
April 199887.0Fair-SatisfactorySatisfactory-99760
March 199677.9Fair-FairFair-91538
March 199475.9Fair-FairFair-91538
March 199277.9Fair-FairFair-70680
March 199086.1Fair-FairFair-70341