+40.63890, -74.03645
40°38'20" N, 74°02'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907C over BAY RIDGE AVE
Structure number:000000002231249
Location:.9 MI NE 86 ST+SHORE PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:57.7 ft. [17.6 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48,686 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:81.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,921,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.8GoodExcellentExcellentExcellentFO48686
May 201581.8GoodExcellentExcellentExcellentFO48686
March 201450.8PoorCriticalSatisfactoryPoorSD48686
July 201350.8PoorCriticalFairPoorSD48686
March 201250.8PoorCriticalFairPoorSD48700
May 201150.8PoorCriticalFairPoorSD48700
April 201050.8PoorCriticalFairPoorSD57406
June 200950.8PoorCriticalFairPoorSD48686
April 200850.8PoorCriticalFairPoorSD48686
May 200742.7PoorCriticalFairPoorSD57406
March 200641.0PoorCriticalFairPoorSD57406
April 200426.0PoorSeriousFairPoorSD50327
April 200226.0PoorSeriousFairPoorSD57424
November 200026.0PoorSeriousFairPoorSD57424
December 199855.0PoorCriticalFairSatisfactorySD56793
October 199640.8PoorSeriousPoorPoorSD50802
October 199440.8PoorSeriousPoorPoorSD46425
July 199240.8PoorPoorPoorPoorSD125000
October 199140.8PoorPoorPoorPoorSD125000