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LIE SERVICE RD over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.74344, -73.83625
40°44'36" N, 73°50'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIE SERVICE RD over RTE I678, FLUSHING RIVER
Structure number:000000001055100
Location:JCT I495 & I678
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:375.0 ft. [114.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:26.9 ft. [8.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,700,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactoryFair-73.0
March 2016FairSatisfactorySatisfactoryFair-73.0
April 2014FairSatisfactorySatisfactoryFair1225762.0
April 2012FairSatisfactorySatisfactoryFair1225762.0
April 2010FairSatisfactorySatisfactoryFair1225762.0
April 2008FairSatisfactorySatisfactoryFair1225762.0
May 2006FairSatisfactoryFairFair1225762.0
May 2004FairSatisfactoryFairFair1225762.0
June 2002FairSatisfactoryFairFair1225762.0
February 2000FairFairFairFair1225759.0
April 1998PoorFairSatisfactoryPoor1225744.5
May 1996PoorPoorPoorPoor1225741.9
April 1994PoorPoorPoorPoor1500042.0
June 1992PoorFairFairPoor1500043.1
October 1990PoorPoorFairPoor1500042.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,9801,979010
Steel Protective Coatingsq. ft.17,8859,7457,6804600
Deck
Reinforced Concrete Decksq. ft.13,3674,9268,43380
Wearing Surfacessq. ft.8,0586,7261,300320
Substructure
Reinforced Concrete Pier Walllinear ft.25221218130
Reinforced Concrete Abutmentlinear ft.5305300
Joints
Pourable Jointlinear ft.1251710800
Assembly without Seal Jointlinear ft.127745300
Bearings
Movable Bearingeach36121590
Steel Protective Coatingsq. ft.72024480
Fixed Bearingeach36221040
Steel Protective Coatingsq. ft.782436180
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.74023550140
Steel Protective Coatingsq. ft.4,62203,865498259
Wearing Surfacessq. ft.960311629200