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RTE I278 over AT CLINTON ST

Map

Coordinates:
+40.67619, -74.00121
40°40'34" N, 74°00'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over AT CLINTON ST
Structure number:00000000106531N
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:48.9 ft. [14.9 m]
Total length:445.9 ft. [135.9 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2006
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:9
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:162,467 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:$5,149,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactoryFair16246780.0
November 2014FairVery GoodSatisfactoryFair16177180.0
November 2012FairVery GoodSatisfactoryFair16180080.0
November 2010FairVery GoodSatisfactoryFair12624880.0
October 2008FairSatisfactoryFairFair12624878.0
October 2006FairFairFairFair12624862.8
September 2004FairSatisfactoryFairFair12624863.8
August 2003FairSatisfactoryFairFair12624844.6
September 2002FairSatisfactoryFairFair17571578.0
January 2000FairSatisfactorySatisfactoryFair17571578.0
July 1999FairSatisfactoryFairFair13943278.0
February 1998PoorSeriousPoorFair13617158.0
June 1997PoorSeriousPoorFair13404345.0
April 1996PoorSeriousPoorPoor13404345.0
June 1995PoorSeriousPoorPoor13404345.0
July 1994PoorSeriousPoorPoor12112445.0
May 1992PoorSeriousPoorPoor11350543.6
November 1990PoorPoorFairPoor9535743.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.70061
Substructure
Steel Columneach70070
Steel Pier Caplinear ft.60060