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RTE 9 over METRO NO COMMUTER, HARLE

Map

Coordinates:
+40.87392, -73.91059
40°52'26" N, 73°54'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9 over METRO NO COMMUTER, HARLE
Structure number:000000002240137
Location:JCT US 9 & HARLEM RIVER
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:311.7 ft. [95.0 m]
Total length:488.9 ft. [149.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Vertical clearance above deck:11.8 ft. [3.6 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:3
Main spans material:Steel [3]
Main spans design:Movable - Lift [15]
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: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30,161 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:33.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$99,593,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorPoorPoorFair3016133.0
December 2016PoorPoorPoorFair3142932.5
December 2015PoorPoorPoorFair3142915.1
December 2014PoorPoorPoorFair3142914.9
December 2013PoorPoorPoorFair3120014.9
December 2012PoorPoorPoorFair3140014.9
November 2011PoorPoorPoorFair3140014.9
December 2010FairFairFairFair2979034.4
November 2009FairFairFairFair3040634.2
November 2007FairSatisfactoryFairFair3341634.4
October 2005FairSatisfactoryFairFair3513133.8
October 2003FairSatisfactoryFairFair3513133.8
October 2001FairSatisfactoryFairFair3513147.1
October 1999FairSatisfactoryFairFair3091059.8
November 1997FairFairFairFair3099859.8
September 1995PoorPoorPoorPoor3807443.2
December 1994PoorPoorPoorPoor1841249.2
November 1992PoorPoorPoorPoor1669643.8
October 1990PoorPoorPoorPoor1669646.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.7,2277,1520750
Steel Protective Coatingsq. ft.44,29540,963003,332
Deck
Reinforced Concrete Decksq. ft.11,6969,12902,5670
Wearing Surfacessq. ft.11,6969,76401,9320
Superstructure
Steel Trusslinear ft.975973020
Steel Protective Coatingsq. ft.83,06283,0320300
Steel Floor Beamlinear ft.1,6321,6170150
Steel Protective Coatingsq. ft.30,39630,12500271
Steel Gusset Plateeach114114000
Steel Protective Coatingsq. ft.9,2489,248000
Substructure
Reinforced Concrete Pier Walllinear ft.112112000
Reinforced Concrete Abutmentlinear ft.1841720120
Reinforced Concrete Pier Caplinear ft.110490610
Deck
Open Grid Decksq. ft.14,66414,6411670
Wearing Surfacessq. ft.14,66414,664000
Steel Protective Coatingsq. ft.14,66410,265004,399
Concrete Filled Grid Decksq. ft.6,5526,552000
Wearing Surfacessq. ft.6,5526,552000
Joints
Compression Jointlinear ft.9694020
Open Jointlinear ft.9600960
Assembly without Seal Jointlinear ft.192001920
Bearings
Movable Bearingeach104060
Steel Protective Coatingsq. ft.58046100119
Fixed Bearingeach62040
Steel Protective Coatingsq. ft.56036800192
Other Bearingeach1010000
Steel Protective Coatingsq. ft.606606000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4631,4521100
Steel Protective Coatingsq. ft.7,4947,494000