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SOUTH 4TH STREET over RTE I278, RTE I278

Map

Coordinates:
+40.70950, -73.95639
40°42'34" N, 73°57'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SOUTH 4TH STREET over RTE I278, RTE I278
Structure number:000000001065520
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:48.9 ft. [14.9 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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:3
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,012 [as of 2010]
Truck traffic:7% 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:93.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$45,890,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory301293.8
February 2014FairSatisfactorySatisfactorySatisfactory308895.2
February 2012FairSatisfactorySatisfactorySatisfactory300095.7
February 2010FairSatisfactorySatisfactorySatisfactory247895.7
February 2008FairSatisfactorySatisfactorySatisfactory264495.7
February 2006FairSatisfactorySatisfactorySatisfactory247895.9
January 2004GoodGoodGoodGood247895.7
March 2002GoodGoodGoodGood247888.5
June 2000GoodGoodGoodGood247895.9
August 1998FairSatisfactorySatisfactoryFair111682.9
October 1996PoorFairFairPoor111667.8
October 1994PoorFairFairPoor480048.1
July 1992PoorFairFairPoor480048.1
October 1990PoorFairFairPoor480048.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,23201,23200
Steel Protective Coatingsq. ft.9,85605,6804,1760
Deck
Reinforced Concrete Decksq. ft.6,88906,3465430
Wearing Surfacessq. ft.4,9281,9412,98700
Substructure
Reinforced Concrete Columneach80710
Reinforced Concrete Abutmentlinear ft.124012400
Steel Pier Caplinear ft.124012400
Steel Protective Coatingsq. ft.96606762900
Joints
Strip Seal Jointlinear ft.124001240
Other Jointlinear ft.124012400
Bearings
Movable Bearingeach2202110
Steel Protective Coatingsq. ft.176017600
Other Bearingeach80440
Steel Protective Coatingsq. ft.571057100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.224022400
Steel Protective Coatingsq. ft.224022400