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JEWEL AVE 69 ROAD over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.72783, -73.83291
40°43'40" N, 73°49'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEWEL AVE 69 ROAD over RTE I678, FLUSHING RIVER
Structure number:000000001055779
Location:1 MILE S JCT I678 & I495
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.8 ft. [30.1 m]
Total length:425.9 ft. [129.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:24,602 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:57.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$25,976,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair2460257.2
May 2016FairSatisfactorySatisfactoryFair2479759.1
June 2014FairSatisfactorySatisfactoryFair2327759.4
July 2012FairSatisfactorySatisfactoryFair2330059.4
July 2010FairSatisfactorySatisfactorySatisfactory2327768.3
July 2008FairSatisfactorySatisfactorySatisfactory2894968.1
January 2006FairSatisfactorySatisfactorySatisfactory2851569.0
April 2004FairSatisfactorySatisfactorySatisfactory2851569.0
March 2002FairSatisfactorySatisfactorySatisfactory2851569.0
January 2000FairSatisfactoryFairSatisfactory2852756.7
June 1999FairFairFairSatisfactory2852755.6
October 1998FairFairFairFair3142154.8
September 1996PoorPoorPoorPoor3142133.3
September 1994PoorPoorPoorPoor1140040.8
November 1992PoorPoorPoorPoor1140040.8
November 1991PoorPoorPoorSerious1140021.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,05505,05221
Steel Protective Coatingsq. ft.44,63131,04113,3752150
Deck
Reinforced Concrete Decksq. ft.32,015031,8631520
Wearing Surfacessq. ft.20,435020,347880
Substructure
Reinforced Concrete Columneach1220100
Reinforced Concrete Pier Walllinear ft.686285381200
Reinforced Concrete Abutmentlinear ft.190959500
Reinforced Concrete Pile Cap/Footinglinear ft.3434000
Reinforced Concrete Pier Caplinear ft.3800318548
Joints
Strip Seal Jointlinear ft.666048317211
Bearings
Movable Bearingeach6000600
Steel Protective Coatingsq. ft.120001200
Fixed Bearingeach9009000
Steel Protective Coatingsq. ft.1800651150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.83253629240
Steel Protective Coatingsq. ft.3,0273,027000
Deck
Reinforced Concrete Slabsq. ft.7,53107,440910
Wearing Surfacessq. ft.4,74804,6181300