WATSON AVE over RTE 907H, RTE 907H


+40.82679, -73.87285
40°49'36" N, 73°52'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:WATSON AVE over RTE 907H, RTE 907H
Structure number:000000001075740
Location:.7 MI S I95+BX RIVER PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,062 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:73.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$5,026,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201673.0FairFairFairFairFO2062
February 201480.0FairFairFairFairFO1991
February 201290.6FairFairSatisfactorySatisfactoryFO10081
June 201190.6FairFairSatisfactorySatisfactoryFO10081
February 201090.6FairFairSatisfactorySatisfactoryFO10642
February 200890.6FairFairSatisfactorySatisfactoryFO10642
February 200690.6FairFairSatisfactorySatisfactoryFO10081
February 200490.6FairFairSatisfactorySatisfactoryFO10081
January 200290.6FairFairSatisfactorySatisfactoryFO9197
January 200091.6FairSatisfactorySatisfactorySatisfactoryFO9197
April 199879.5FairFairFairSatisfactoryFO9197
February 199657.9PoorFairFairPoorSD9197
March 199458.4PoorFairFairPoorSD7500
March 199241.8PoorFairPoorPoorSD7500
March 199041.8PoorFairPoorPoorSD7500