RTE I495 over RTE I495, 58TH ST


+40.72996, -73.91175
40°43'48" N, 73°54'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I495, 58TH ST
Structure number:000000001076189
Location:.7 MI SE JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:94.8 ft. [28.9 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2002
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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 corrrective action [3]
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:$12,127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairVery GoodVery GoodSatisfactory-91.0
July 2015FairVery GoodVery GoodSatisfactory-78.5
July 2013GoodVery GoodVery GoodGood10296869.4
July 2011GoodExcellentExcellentGood10296867.4
July 2009GoodExcellentExcellentGood10296867.4
August 2007GoodExcellentExcellentGood10296867.4
August 2005FairExcellentExcellentSatisfactory10296867.4
May 2003FairExcellentExcellentSatisfactory10296868.4
March 2003PoorPoorSatisfactoryPoor8269034.7
March 2000PoorPoorSatisfactoryPoor8269032.0
June 1998PoorPoorSatisfactoryPoor8269032.0
June 1996PoorPoorFairPoor1002546.8
June 1994PoorPoorFairPoor17027436.0
July 1992PoorPoorFairPoor17027436.0
October 1990PoorPoorSeriousPoor17027419.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,5891,356213200
Steel Protective Coatingsq. ft.24,08019,2643,6121,2040
Reinforced Concrete Decksq. ft.13,58812,2291,35810
Wearing Surfacessq. ft.12,38411,76561900
Reinforced Concrete Pier Walllinear ft.2419500
Reinforced Concrete Abutmentlinear ft.1625110560
Reinforced Concrete Pile Cap/Footinglinear ft.10098200
Steel Pier Caplinear ft.7774300
Steel Protective Coatingsq. ft.1,4651,173219730
Compression Jointlinear ft.122715100
Other Jointlinear ft.41202100
Elastomeric Bearingeach32111290
Steel Protective Coatingsq. ft.3200032
Pot Bearingeach20200
Steel Protective Coatingsq. ft.22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.51613038600