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44TH ST over RTE I278, RTE I278

Map

Coordinates:
+40.76856, -73.90699
40°46'07" N, 73°54'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:44TH ST over RTE I278, RTE I278
Structure number:000000002230840
Location:.1 MI W JCT I278 & G C PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1980
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,294 [as of 2016]
Truck traffic:4% 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:Equal to present minimum criteria [6]
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:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$350,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory929495.0
May 2014FairSatisfactorySatisfactorySatisfactory963394.0
May 2012FairSatisfactorySatisfactorySatisfactory963394.0
May 2010FairSatisfactorySatisfactoryFair963383.0
May 2008FairSatisfactorySatisfactorySatisfactory963394.0
March 2006FairSatisfactorySatisfactoryFair963383.0
April 2004FairSatisfactorySatisfactoryFair963383.0
May 2002PoorSatisfactorySatisfactoryPoor1024667.0
March 2000PoorSatisfactorySatisfactoryPoor1024666.0
May 1998PoorSatisfactorySatisfactoryPoor1024666.0
May 1996PoorSatisfactoryFairPoor951167.0
May 1994PoorSatisfactoryFairPoor-71.0
April 1992PoorSatisfactorySatisfactoryPoor-71.0
September 1990PoorSatisfactorySatisfactoryPoor-71.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,17201,17020
Steel Protective Coatingsq. ft.15,82215,822000
Deck
Reinforced Concrete Decksq. ft.5,4721,3684,044600
Wearing Surfacessq. ft.3,45603,45600
Substructure
Steel Columneach50500
Steel Protective Coatingsq. ft.4104001000
Reinforced Concrete Abutmentlinear ft.138093450
Steel Pier Caplinear ft.5105100
Steel Protective Coatingsq. ft.808808000
Joints
Compression Jointlinear ft.114001104
Bearings
Movable Bearingeach26131300
Steel Protective Coatingsq. ft.2622400
Fixed Bearingeach1301300
Steel Protective Coatingsq. ft.137600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.192019200
Steel Protective Coatingsq. ft.1,07801,07800