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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 2015 

Status:Open, no restriction [A]
Average daily traffic:96,224 [as of 2009]
Truck traffic:4% 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$144,068,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201550.1Functionally obsoleteSatisfactoryFairFair96224
July 201451.6Functionally obsoleteSatisfactoryFairFair44460
August 201343.5Functionally obsoleteSatisfactoryFairFair44460
August 201243.5Functionally obsoleteSatisfactoryFairFair44460
September 201137.4Structurally deficientSatisfactorySatisfactorySatisfactory44460
August 201030.1Functionally obsoleteSatisfactorySatisfactorySatisfactory96224
August 200964.1Functionally obsoleteSatisfactorySatisfactorySatisfactory96224
July 200867.7Functionally obsoleteSatisfactorySatisfactorySatisfactory44460
August 200665.2Functionally obsoleteSatisfactorySatisfactorySatisfactory41892
August 200465.0Functionally obsoleteSatisfactorySatisfactorySatisfactory44460
November 200262.5Functionally obsoleteSatisfactorySatisfactorySatisfactory76496
September 200061.4Functionally obsoleteFairSatisfactorySatisfactory76496
October 199875.0Functionally obsoleteSatisfactorySatisfactorySatisfactory66555
September 199639.1Structurally deficientFairPoorPoor66164
March 199441.9Structurally deficientFairPoorPoor66164
March 199243.4Structurally deficientPoorPoorPoor42783
May 199042.2Structurally deficientPoorPoorPoor42783