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RTE 907P over Harlem River DR N, RTE 9

Map

Coordinates:
+40.79994, -73.92989
40°47'60" N, 73°55'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RTE 907P over Harlem River DR N, RTE 9
Structure number:00000000224005A
Location:OVER HARLEM RVR IN HARLEM
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:105.0 ft. [32.0 m]
Total length:816.0 ft. [248.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
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:Superior to present desirable criteria [9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:58.9 tons [53.5 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,892,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.0GoodExcellentExcellentExcellent--
November 201482.6GoodExcellentExcellentExcellent-61022
November 201282.6GoodExcellentExcellentExcellent-61022
December 201084.7GoodExcellentExcellentExcellent-61022
June 200850.7PoorPoorFairSatisfactorySD61022
June 200650.7PoorPoorFairSatisfactorySD61022
August 200436.8PoorPoorFairSatisfactorySD61022
June 200241.3PoorPoorFairSatisfactorySD20000
June 200041.3PoorPoorFairSatisfactorySD20000
March 199849.0PoorPoorSatisfactorySatisfactorySD20000
June 199617.4PoorPoorPoorPoorSD20000
June 19950.0PoorPoorSeriousPoorSD20000
August 19940.0PoorPoorSeriousPoorSD20000
June 19920.0PoorPoorSeriousPoorSD20000
June 19900.0PoorSeriousSeriousPoorSD20000