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GRAND STREET over RTE I278

Map

Coordinates:
+40.71071, -73.95607
40°42'39" N, 73°57'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRAND STREET over RTE I278
Structure number:000000001065549
Location:2.4 MI SW JCT I278 + I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.8 ft. [17.0 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:85.3 ft. [26.0 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,317 [as of 2017]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,472,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory1331792.3
March 2016FairSatisfactorySatisfactorySatisfactory1888592.0
February 2014FairSatisfactorySatisfactorySatisfactory1883691.1
February 2012FairSatisfactorySatisfactorySatisfactory416891.9
February 2010FairSatisfactorySatisfactorySatisfactory1562591.3
April 2008FairSatisfactorySatisfactorySatisfactory1562591.3
March 2006FairSatisfactorySatisfactorySatisfactory416891.9
March 2004FairGoodGoodSatisfactory416892.8
March 2002FairGoodGoodSatisfactory416890.9
June 2000FairGoodGoodSatisfactory416894.8
August 1998FairFairSatisfactoryFair1640782.1
October 1996PoorFairFairPoor1458064.8
November 1994PoorFairFairPoor1150065.6
December 1992PoorFairFairPoor1150065.6
November 1990PoorFairFairPoor1150065.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,18001,18000
Steel Protective Coatingsq. ft.10,274010,27400
Deck
Reinforced Concrete Decksq. ft.8,7763,4235,0023510
Wearing Surfacessq. ft.5,95005,95000
Substructure
Reinforced Concrete Abutmentlinear ft.25341139730
Joints
Compression Jointlinear ft.118059590
Bearings
Movable Bearingeach2000200
Steel Protective Coatingsq. ft.8000080
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.8008000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.118011800
Steel Protective Coatingsq. ft.236023600