+40.89416, -73.86259
40°53'39" N, 73°51'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907H over BRONX RIVER
Structure number:000000001076409
Location:4.2 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:70.9 ft. [21.6 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Skew angle:15°
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:90,500 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:85.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,438,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201485.9Not deficientSatisfactoryFairSatisfactory90500
January 201285.9Not deficientSatisfactoryFairSatisfactory90500
January 201085.9Not deficientSatisfactoryFairSatisfactory85599
January 200884.9Not deficientSatisfactoryFairSatisfactory83304
February 200684.9Not deficientSatisfactoryFairSatisfactory93166
February 200486.9Not deficientSatisfactoryFairSatisfactory85599
March 200285.8Not deficientSatisfactoryFairSatisfactory70680
March 200085.8Not deficientSatisfactoryFairSatisfactory70680
May 199882.8Functionally obsoleteFairFairSatisfactory70680
March 199661.9Structurally deficient-FairPoor70680
March 199459.9Structurally deficient-FairPoor70680
March 199274.9Not deficient-FairFair70680
February 199082.1Not deficient-FairFair70341