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OVINGTON AVENUE over RTE I278, RTE I78, RTE I

Map

Coordinates:
+40.63057, -74.01698
40°37'50" N, 74°01'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OVINGTON AVENUE over RTE I278, RTE I78, RTE I
Structure number:000000001065290
Location:1.8 MI NE JCT I278&BLT PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:76.8 ft. [23.4 m]
Total length:278.9 ft. [85.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1964
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,765 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:61.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,110,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorGoodGoodPoor276561.9
March 2016PoorGoodGoodPoor276761.9
February 2014PoorGoodGoodPoor546261.7
February 2012PoorGoodGoodPoor546261.7
February 2010FairGoodVery GoodFair546278.6
February 2008FairGoodVery GoodSatisfactory608689.6
January 2006FairGoodVery GoodSatisfactory546289.7
February 2004FairGoodVery GoodSatisfactory546289.7
March 2002GoodVery GoodVery GoodGood546289.7
January 2000GoodVery GoodVery GoodGood546286.8
January 1998FairFairSatisfactoryFair813274.6
February 1996PoorPoorPoorPoor813259.6
January 1994PoorPoorPoorPoor1165044.7
February 1992PoorPoorPoorPoor1165044.7
May 1990PoorFairPoorPoor1165044.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1887951,39300
Steel Protective Coatingsq. ft.22,350018,5313,8190
Deck
Reinforced Concrete Decksq. ft.16,9748,4188,524320
Wearing Surfacessq. ft.11,0349,3791,65500
Substructure
Reinforced Concrete Columneach1614020
Reinforced Concrete Abutmentlinear ft.126963000
Reinforced Concrete Pier Caplinear ft.2520197550
Joints
Compression Jointlinear ft.386003860
Bearings
Elastomeric Bearingeach4004000
Steel Protective Coatingsq. ft.6406400
Fixed Bearingeach4004000
Steel Protective Coatingsq. ft.160016000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.548054710
Steel Protective Coatingsq. ft.5,17005,17000