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SPRINGFIELD BLVD over RTE I495, RTE I495

Map

Coordinates:
+40.74936, -73.75687
40°44'58" N, 73°45'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRINGFIELD BLVD over RTE I495, RTE I495
Structure number:000000001055320
Location:.9 MI NE I78+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1996
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 [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]
Average daily traffic:7,956 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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 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:73.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$8,927,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairSatisfactorySatisfactory795673.5
June 2016FairFairSatisfactorySatisfactory834973.5
July 2015FairFairFairSatisfactory834962.3
July 2014FairFairFairSatisfactory1707761.6
August 2013FairSatisfactoryFairSatisfactory1707762.7
August 2012FairSatisfactoryFairSatisfactory1707762.7
August 2011FairSatisfactoryFairSatisfactory1707762.7
August 2010FairSatisfactoryFairSatisfactory1017863.2
August 2009FairSatisfactoryFairSatisfactory1017863.2
August 2008FairSatisfactorySatisfactorySatisfactory1017874.4
May 2007FairSatisfactorySatisfactorySatisfactory1567474.0
July 2006FairSatisfactorySatisfactorySatisfactory1707773.9
July 2004FairSatisfactorySatisfactorySatisfactory1707774.9
August 2002FairSatisfactoryGoodSatisfactory1707774.9
June 2000FairFairSatisfactorySatisfactory1649873.9
July 1998FairFairSatisfactorySatisfactory1649873.9
October 1996PoorPoorFairPoor996744.5
August 1994PoorPoorFairPoor1228046.7
July 1992PoorPoorPoorPoor1228046.7
October 1991PoorFairFairPoor1228048.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,27201,202700
Steel Protective Coatingsq. ft.8,4908505,0942,5460
Deck
Reinforced Concrete Decksq. ft.8,61808,530880
Wearing Surfacessq. ft.5,4385,438000
Substructure
Reinforced Concrete Columneach50320
Reinforced Concrete Abutmentlinear ft.164016310
Reinforced Concrete Pier Caplinear ft.8207750
Joints
Compression Jointlinear ft.2462064000
Bearings
Elastomeric Bearingeach2402301
Steel Protective Coatingsq. ft.2402400
Fixed Bearingeach3603600
Steel Protective Coatingsq. ft.2402400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.212021200
Steel Protective Coatingsq. ft.212021200