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RTE 907 over EAST RIVER SHORE

Map

Coordinates:
+40.74509, -73.95959
40°44'42" N, 73°57'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907 over EAST RIVER SHORE
Structure number:000000002268650
Location:EAST RIVER SHORE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:24.0 ft. [7.3 m]
Total length:2105.1 ft. [641.6 m]
Roadway width between curbs:8.2 ft. [2.5 m]
Deck width edge-to-edge:11.8 ft. [3.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:119
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:142,461 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:36.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,291,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorFairFair14246136.1
October 2016PoorPoorFairFair13935755.3
October 2015PoorPoorFairFair13935766.0
October 2013PoorPoorFairFair13935749.9
October 2011PoorPoorFairFair13940049.9
October 2009FairFairFairFair5410066.2
November 2007FairFairFairFair5410068.0
September 2005FairFairFairFair5410068.0
August 2003FairFairSatisfactorySatisfactory5410078.0
August 2001FairFairSatisfactorySatisfactory5410078.0
September 1999FairFairSatisfactorySatisfactory5410078.0
August 1997PoorFairSatisfactoryPoor5410051.0
July 1995PoorPoorPoorPoor5410047.8
August 1993PoorPoorPoorPoor5410047.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,535002,5350
Steel Protective Coatingsq. ft.12,91606,99005,926
Deck
Reinforced Concrete Decksq. ft.24,75817,7758876,0960
Wearing Surfacessq. ft.17,21615,03902,1770
Substructure
Reinforced Concrete Pier Walllinear ft.2,114002,1140
Reinforced Concrete Pile Cap/Footinglinear ft.2,1392,130180
Timber Pileeach158015017
Steel Pier Caplinear ft.4332504080
Steel Protective Coatingsq. ft.2,469871,33001,052
Joints
Compression Jointlinear ft.2880602280
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,1142,114000
Steel Protective Coatingsq. ft.4,21004,21000
Reinforced Concrete Bridge Raillinear ft.2,1141,78233200