+40.89868, -73.86149
40°53'55" N, 73°51'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907H over BRONX RIVER
Structure number:000000001075059
Location:4.5 MI N I95 + BX RVR PKW
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:66.9 ft. [20.4 m]
Total length:78.7 ft. [24.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:98.4 ft. [30.0 m]
Vertical clearance below bridge:30.8 ft. [9.4 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:Arch - Deck [11]
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:82,794 [as of 2013]
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:Basically intolerable requiring high priority of replacement [2]
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:65.0 tons [59.1 metric tons]
Inventory rating:25.4 tons [23.1 metric tons]
Sufficiency rating:68.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,121,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201668.8Fair-SatisfactorySatisfactoryFO82794
January 201468.8Fair-SatisfactorySatisfactoryFO82725
January 201268.8Fair-SatisfactorySatisfactoryFO82700
January 201068.8Fair-SatisfactorySatisfactoryFO81543
January 200868.8Fair-SatisfactorySatisfactoryFO81543
February 200668.8Fair-SatisfactorySatisfactoryFO81543
February 200468.8Fair-SatisfactorySatisfactoryFO81543
April 200267.0Fair-SatisfactorySatisfactoryFO67492
September 200067.0Fair-SatisfactorySatisfactoryFO67492
June 199867.0Fair-SatisfactorySatisfactoryFO59505
April 199673.9Fair-FairFairFO69678
April 199473.9Fair-FairFair-71848
February 199274.9Fair-FairFair-71848
May 199082.1Fair-FairFair-87360