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RTE 907P over HARLEM RVR SHORE

Map

Coordinates:
+40.83003, -73.93495
40°49'48" N, 73°56'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:1112.9 ft. [339.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:97,653 [as of 2009]
Truck traffic:2% 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:Superior to present desirable criteria [9]
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]
Sufficiency rating:51.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$17,702,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair9765351.1
July 2016FairSatisfactoryFairFair9622451.3
July 2015FairSatisfactoryFairFair9622450.1
July 2014FairSatisfactoryFairFair4446051.6
August 2013FairSatisfactoryFairFair4446043.5
August 2012FairSatisfactoryFairFair4446043.5
September 2011FairSatisfactorySatisfactorySatisfactory4446037.4
August 2010FairSatisfactorySatisfactorySatisfactory9622430.1
August 2009FairSatisfactorySatisfactorySatisfactory9622464.1
July 2008FairSatisfactorySatisfactorySatisfactory4446067.7
August 2006FairSatisfactorySatisfactorySatisfactory4189265.2
August 2004FairSatisfactorySatisfactorySatisfactory4446065.0
November 2002FairSatisfactorySatisfactorySatisfactory7649662.5
September 2000FairFairSatisfactorySatisfactory7649661.4
October 1998FairSatisfactorySatisfactorySatisfactory6655575.0
September 1996PoorFairPoorPoor6616439.1
March 1994PoorFairPoorPoor6616441.9
March 1992PoorPoorPoorPoor4278343.4
May 1990PoorPoorPoorPoor4278342.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.6,990316,6822770
Prestressed Concrete Girder/Beamlinear ft.6580608500
Deck
Reinforced Concrete Decksq. ft.3,51903,499200
Wearing Surfacessq. ft.3,14203,14200
Prestressed Concrete Top Flangesq. ft.28,53628,00852800
Wearing Surfacessq. ft.25,925025,4364890
Substructure
Other Material Pier Walllinear ft.55540001550
Steel Protective Coatingsq. ft.875000875
Reinforced Concrete Pile Cap/Footinglinear ft.144139230
Reinforced Concrete Pileeach6400640
Reinforced Concrete Pier Caplinear ft.998237532220
Joints
Other Jointlinear ft.1,0115411982720
Bearings
Elastomeric Bearingeach4724601200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,11301,10580
Steel Protective Coatingsq. ft.359000359
Reinforced Concrete Bridge Raillinear ft.1,11312909840