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RIKERS ISLAND BR over RIKERS IS.CHANNEL, RIKER

Map

Coordinates:
+40.78665, -73.88521
40°47'12" N, 73°53'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIKERS ISLAND BR over RIKERS IS.CHANNEL, RIKER
Structure number:000000002240660
Location:OVER RIKERS ISLAND CHNNL
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:203.8 ft. [62.1 m]
Total length:4236.1 ft. [1291.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:2007
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:11,453 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Better than present minimum criteria [7]
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:55.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$113,979,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairSatisfactorySatisfactory1145355.0
July 2016FairFairSatisfactorySatisfactory1149555.0
September 2015FairFairSatisfactorySatisfactory1140455.0
October 2014FairSatisfactorySatisfactorySatisfactory1319556.0
September 2013FairSatisfactoryGoodGood1319556.0
December 2012FairSatisfactoryGoodGood1319556.0
November 2011FairSatisfactoryGoodGood1319556.0
December 2010FairSatisfactoryGoodGood1263460.0
November 2009FairSatisfactoryGoodGood1263460.0
December 2007FairSatisfactoryGoodGood1206160.0
July 2005FairFairGoodGood1319559.0
August 2003FairFairGoodGood1319558.0
September 2001FairFairGoodGood1176458.0
August 1999FairFairGoodSatisfactory1234458.0
August 1997PoorPoorFairFair1225244.0
December 1995PoorPoorPoorPoor948735.0
October 1993PoorPoorPoorPoor948735.0
September 1992PoorPoorPoorSerious948718.0
September 1991PoorPoorPoorSerious948718.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.20,73020,724060
Steel Protective Coatingsq. ft.229,3860183,53045,8560
Deck
Reinforced Concrete Decksq. ft.183,4460114,63968,8070
Wearing Surfacessq. ft.142,5535,36683,22953,9580
Substructure
Reinforced Concrete Columneach30013170
Reinforced Concrete Pier Walllinear ft.4300430
Reinforced Concrete Abutmentlinear ft.9409400
Reinforced Concrete Pile Cap/Footinglinear ft.72405261980
Reinforced Concrete Pier Caplinear ft.2,28301,0681,2150
Joints
Compression Jointlinear ft.2,064121,6404120
Assembly without Seal Jointlinear ft.301431291290
Bearings
Elastomeric Bearingeach530552500
Steel Protective Coatingsq. ft.1,07006334370
Pot Bearingeach2020000
Steel Protective Coatingsq. ft.5005000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.16,584016,58400
Steel Protective Coatingsq. ft.164,7193,68298,14962,8880