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32ND STREET over RTE I278, RTE I278

Map

Coordinates:
+40.77018, -73.91664
40°46'13" N, 73°54'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:32ND STREET over RTE I278, RTE I278
Structure number:000000002230640
Location:32 STREET AND 278IX
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1981
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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: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:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,453,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodSatisfactorySatisfactory-91.0
June 2015FairVery GoodSatisfactorySatisfactory-91.0
June 2013FairVery GoodSatisfactorySatisfactory536875.7
June 2011FairVery GoodSatisfactorySatisfactory536875.7
June 2009FairGoodSatisfactorySatisfactory536875.7
June 2007FairSatisfactorySatisfactorySatisfactory536875.7
May 2005FairSatisfactorySatisfactorySatisfactory536875.7
April 2003FairSatisfactorySatisfactorySatisfactory536875.7
May 2001FairSatisfactorySatisfactorySatisfactory452575.7
February 1999FairSatisfactorySatisfactorySatisfactory452575.7
May 1997PoorVery GoodSatisfactoryPoor864044.0
May 1995PoorSatisfactoryFairPoor864052.5
May 1993PoorSatisfactoryFairPoor864052.5
January 1991PoorSatisfactoryPoorPoor864060.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,68383084940
Steel Protective Coatingsq. ft.13,46412,73672800
Deck
Reinforced Concrete Decksq. ft.8,0195,7282,29100
Wearing Surfacessq. ft.5,9403,9002,04000
Substructure
Reinforced Concrete Pier Walllinear ft.8508500
Reinforced Concrete Abutmentlinear ft.162016200
Joints
Compression Jointlinear ft.176001760
Bearings
Movable Bearingeach34020140
Steel Protective Coatingsq. ft.68422240
Fixed Bearingeach1714300
Steel Protective Coatingsq. ft.3428600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.198198000
Steel Protective Coatingsq. ft.594594000