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RTE 907P over HARLEM RVR SHORE

Map 

Coordinates:
+40.83007, -73.93496
40°49'48" N, 73°56'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907P over HARLEM RVR SHORE
Structure number:000000001055040
Location:2 MI N JCT TRIBO BR & HRD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:93.8 ft. [28.6 m]
Total length:1095.2 ft. [333.8 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:2.0 ft. [0.6 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:34
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:96,224 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:51.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$144,068,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201651.3FairSatisfactoryFairFairFO96224
July 201550.1FairSatisfactoryFairFairFO96224
July 201451.6FairSatisfactoryFairFairFO44460
August 201343.5FairSatisfactoryFairFairFO44460
August 201243.5FairSatisfactoryFairFairFO44460
September 201137.4FairSatisfactorySatisfactorySatisfactorySD44460
August 201030.1FairSatisfactorySatisfactorySatisfactoryFO96224
August 200964.1FairSatisfactorySatisfactorySatisfactoryFO96224
July 200867.7FairSatisfactorySatisfactorySatisfactoryFO44460
August 200665.2FairSatisfactorySatisfactorySatisfactoryFO41892
August 200465.0FairSatisfactorySatisfactorySatisfactoryFO44460
November 200262.5FairSatisfactorySatisfactorySatisfactoryFO76496
September 200061.4FairFairSatisfactorySatisfactoryFO76496
October 199875.0FairSatisfactorySatisfactorySatisfactoryFO66555
September 199639.1PoorFairPoorPoorSD66164
March 199441.9PoorFairPoorPoorSD66164
March 199243.4PoorPoorPoorPoorSD42783
May 199042.2PoorPoorPoorPoorSD42783