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MARCY DIVISION AV over RTE I278, RTE I278

Map

Coordinates:
+40.70721, -73.95795
40°42'26" N, 73°57'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARCY DIVISION AV over RTE I278, RTE I278
Structure number:000000001065489
Location:2.7 MI SW JCT I278 & I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:50.9 ft. [15.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:148.0 ft. [45.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:26°
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 / HS 20 [5]
Number of main spans:2
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,491 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:45.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairSatisfactoryPoor549145.4
July 2015PoorFairSatisfactoryPoor619845.3
July 2013PoorFairSatisfactoryPoor357145.6
June 2011PoorFairSatisfactoryPoor357146.5
June 2009FairSatisfactorySatisfactoryFair357161.7
June 2007FairSatisfactorySatisfactoryFair357161.7
June 2005FairSatisfactorySatisfactoryFair357162.7
July 2003FairSatisfactorySatisfactoryFair357163.6
May 2001FairSatisfactorySatisfactoryFair357163.7
September 2000FairSatisfactorySatisfactorySatisfactory357174.8
August 1999FairSatisfactorySatisfactoryFair437663.7
August 1998FairFairSatisfactoryFair700062.4
July 1997FairFairSatisfactoryFair700062.4
May 1996PoorPoorFairPoor700049.5
June 1995PoorPoorFairPoor700049.8
October 1993PoorPoorFairFair700064.6
November 1991PoorPoorFairFair700064.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6712,671000
Steel Protective Coatingsq. ft.25,011025,01100
Deck
Reinforced Concrete Decksq. ft.15,37313,8351,53800
Wearing Surfacessq. ft.11,33310,76656700
Substructure
Steel Columneach1101100
Steel Protective Coatingsq. ft.746074600
Reinforced Concrete Abutmentlinear ft.4143447000
Steel Pier Caplinear ft.176017600
Steel Protective Coatingsq. ft.1,71501,71500
Joints
Compression Jointlinear ft.375037500
Other Jointlinear ft.176017600
Bearings
Movable Bearingeach2307160
Steel Protective Coatingsq. ft.9209200
Other Bearingeach5004460
Steel Protective Coatingsq. ft.200020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.202202000
Steel Protective Coatingsq. ft.848084800