69TH STREET over RTE I495, RTE I495


+40.72523, -73.89486
40°43'31" N, 73°53'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:69TH STREET over RTE I495, RTE I495
Structure number:000000002065950
Location:1.7 MI SE JCT I278+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.7 ft. [25.2 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1988
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,227,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryGoodFair-80.0
June 2015FairSatisfactoryGoodFair-80.0
July 2013FairSatisfactoryVery GoodSatisfactory1901974.8
July 2011FairGoodVery GoodSatisfactory1990074.7
May 2009FairVery GoodVery GoodSatisfactory1991074.7
May 2007FairVery GoodVery GoodSatisfactory2124974.6
May 2005FairVery GoodVery GoodSatisfactory1901973.8
May 2003FairVery GoodVery GoodSatisfactory1901973.8
June 2001GoodVery GoodVery GoodVery Good1921774.8
June 1999GoodVery GoodVery GoodGood1921774.8
November 1997FairGoodGoodSatisfactory1921774.8
September 1995FairSatisfactorySatisfactoryFair1900064.7
September 1993PoorSatisfactorySatisfactoryPoor1900048.4
November 1991FairSatisfactorySatisfactoryFair1900065.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,3591,359000
Steel Protective Coatingsq. ft.10,5728,0972,47500
Reinforced Concrete Decksq. ft.10,2688,3811,873140
Wearing Surfacessq. ft.7,5507,17337700
Reinforced Concrete Pier Walllinear ft.92037550
Reinforced Concrete Abutmentlinear ft.17415112110
Compression Jointlinear ft.1730903251
Elastomeric Bearingeach2727000
Steel Protective Coatingsq. ft.2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3022900120
Steel Protective Coatingsq. ft.1,20890630200