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ROOSEVELT AVENUE over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.75709, -73.83825
40°45'26" N, 73°50'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROOSEVELT AVENUE over RTE I678, FLUSHING RIVER
Structure number:000000002240507
Location:OVER I678 & FLUSHING RVR
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:212.0 ft. [64.6 m]
Total length:1391.1 ft. [424.0 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1981
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Closed Grating [4]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:16,135 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:44.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$163,102,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairSatisfactory1613544.1
August 2016FairFairFairSatisfactory1693243.7
November 2015FairFairFairFair1693243.7
November 2014FairSatisfactoryFairFair1693222.4
November 2013FairSatisfactoryFairFair1693222.4
November 2012FairSatisfactoryFairFair1690022.5
December 2010FairSatisfactoryFairFair1953943.8
December 2008FairSatisfactoryFairFair1953943.8
December 2006FairSatisfactoryFairFair1953920.6
December 2004FairSatisfactoryFairFair1953920.6
November 2002FairSatisfactorySatisfactorySatisfactory2126834.2
June 2000FairSatisfactorySatisfactorySatisfactory1886235.5
July 1998FairSatisfactorySatisfactorySatisfactory1886249.2
August 1996PoorPoorPoorSerious207870.0
June 1994PoorPoorSeriousSerious101460.0
August 1992PoorFairPoorPoor1014614.9
October 1991PoorPoorPoorPoor101462.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1528981,25400
Steel Protective Coatingsq. ft.24,09423,57951500
Steel Stringerlinear ft.10,806010,80240
Steel Protective Coatingsq. ft.35,6703,70219,2486,3606,360
Deck
Reinforced Concrete Decksq. ft.8,76708,76700
Superstructure
Steel Trusslinear ft.632104503025
Steel Protective Coatingsq. ft.3,7702,24401,376150
Steel Floor Beamlinear ft.2,6031,644941180
Steel Protective Coatingsq. ft.29,37623,4564,21201,708
Steel Gusset Plateeach62204200
Steel Protective Coatingsq. ft.640640000
Substructure
Steel Columneach4453810
Steel Protective Coatingsq. ft.2,25001,7000550
Reinforced Concrete Columneach20110
Reinforced Concrete Pier Walllinear ft.2830248350
Other Material Pier Walllinear ft.1,26601,26600
Concrete Protective Coatingsq. ft.12,372012,2141580
Reinforced Concrete Abutmentlinear ft.1223843410
Steel Pier Caplinear ft.1,34254979300
Steel Protective Coatingsq. ft.14,9228,7756,14700
Deck
Concrete Filled Grid Decksq. ft.38,610038,61000
Wearing Surfacessq. ft.38,45515,03520,5252,8950
Steel Protective Coatingsq. ft.38,35304,59033,7630
Joints
Compression Jointlinear ft.102061410
Assembly without Seal Jointlinear ft.8540844100
Bearings
Movable Bearingeach168415491
Steel Protective Coatingsq. ft.1290113016
Fixed Bearingeach40220
Steel Protective Coatingsq. ft.80800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,34401,34400