41ST AVENUE over RTE I278, 278I 278IX5M33


+40.74474, -73.89479
40°44'41" N, 73°53'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:41ST AVENUE over RTE I278, 278I 278IX5M33
Structure number:000000002230570
Location:.3 MI NW JCT I278 & SH25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:65.9 ft. [20.1 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,385 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,830,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodVery GoodVery Good338575.0
October 2014GoodVery GoodVery GoodVery Good231975.0
November 2012GoodExcellentExcellentVery Good231975.0
October 2010GoodExcellentExcellentGood231975.0
November 2008GoodExcellentExcellentGood241775.0
March 2008FairFairGoodSatisfactory231975.0
March 2007FairFairGoodSatisfactory231975.0
February 2004FairFairGoodSatisfactory231975.0
March 2002FairFairGoodSatisfactory269275.0
March 2000FairFairGoodSatisfactory269275.0
April 1998PoorFairGoodPoor269249.0
April 1996PoorPoorSatisfactoryPoor208047.0
March 1994PoorPoorSatisfactoryPoor250046.7
March 1992PoorPoorSatisfactoryPoor250046.7
July 1990PoorPoorSatisfactoryPoor250046.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,0361,036000
Steel Protective Coatingsq. ft.7,4497,17027900
Reinforced Concrete Decksq. ft.8,6968,45024600
Wearing Surfacessq. ft.5,8285,650781000
Reinforced Concrete Pier Walllinear ft.7875210
Reinforced Concrete Abutmentlinear ft.1791591910
Elastomeric Bearingeach2423100
Steel Protective Coatingsq. ft.2420400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.265265000
Steel Protective Coatingsq. ft.1,3121,18013200
Reinforced Concrete Bridge Raillinear ft.265256900