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WATSON AVE over RTE 907H, RTE 907H

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,991 [as of 2011]
Truck traffic:13% 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:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,203,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201480.0Functionally obsoleteFairFairFair1991
February 201290.6Functionally obsoleteFairSatisfactorySatisfactory10081
June 201190.6Functionally obsoleteFairSatisfactorySatisfactory10081
February 201090.6Functionally obsoleteFairSatisfactorySatisfactory10642
February 200890.6Functionally obsoleteFairSatisfactorySatisfactory10642
February 200690.6Functionally obsoleteFairSatisfactorySatisfactory10081
February 200490.6Functionally obsoleteFairSatisfactorySatisfactory10081
January 200290.6Functionally obsoleteFairSatisfactorySatisfactory9197
January 200091.6Functionally obsoleteSatisfactorySatisfactorySatisfactory9197
April 199879.5Functionally obsoleteFairFairSatisfactory9197
February 199657.9Structurally deficientFairFairPoor9197
March 199458.4Structurally deficientFairFairPoor7500
March 199241.8Structurally deficientFairPoorPoor7500
March 199041.8Structurally deficientFairPoorPoor7500