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RTE 907H over BRONX RIVER

Map 

Coordinates:
+40.89324, -73.86262
40°53'36" N, 73°51'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907H over BRONX RIVER
Structure number:000000001075030
Location:4.1 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:73.8 ft. [22.5 m]
Total length:75.8 ft. [23.1 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1950
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:7,455 [as of 2010]
Truck traffic:5% of total traffic
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: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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.8 tons [60.7 metric tons]
Inventory rating:23.5 tons [21.4 metric tons]
Sufficiency rating:54.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,618,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201654.1Fair-FairSatisfactoryFO7455
January 201454.1Fair-FairSatisfactoryFO7454
January 201254.1Fair-FairSatisfactoryFO3489
January 201067.8Fair-SatisfactorySatisfactoryFO3489
January 200867.8Fair-SatisfactorySatisfactoryFO3489
February 200667.8Fair-SatisfactorySatisfactoryFO3489
February 200467.8Fair-SatisfactorySatisfactoryFO3489
March 200266.4Fair-SatisfactorySatisfactoryFO5729
March 200056.4FairSatisfactorySatisfactoryFairFO5729
May 199856.4Fair-SatisfactoryFairFO5729
March 199645.2Poor-FairPoorSD5729
March 199444.0Poor-FairPoorSD4500
March 199244.0Poor-FairPoorSD4500
February 199064.8Fair-FairFairFO4500