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RTE I278 over OLD FULTON ST, OLD FULTO

Map

Coordinates:
+40.70165, -73.99194
40°42'06" N, 73°59'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over OLD FULTON ST, OLD FULTO
Structure number:000000002230888
Location:0.1 MI E JCT I278 & BK BR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:61.7 ft. [18.8 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:134,800 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
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:51.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,534,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory13480051.7
July 2014FairSatisfactorySatisfactorySatisfactory13986453.7
June 2012FairSatisfactorySatisfactorySatisfactory13986467.4
July 2010FairSatisfactorySatisfactorySatisfactory13986467.4
August 2008FairSatisfactorySatisfactorySatisfactory7104471.7
May 2006FairSatisfactorySatisfactorySatisfactory7107071.6
May 2004FairSatisfactorySatisfactorySatisfactory13986467.4
May 2002FairSatisfactoryFairSatisfactory15150950.2
November 2000FairSatisfactoryFairSatisfactory15150952.6
August 1999FairSatisfactorySatisfactorySatisfactory13703566.5
September 1998PoorGoodPoorSatisfactory12307837.0
August 1997Poor-SeriousSatisfactory12112420.0
April 1996Poor-SeriousFair12112420.0
April 1994Poor-PoorFair12112437.0
February 1992Poor-PoorFair11350537.0
August 1990PoorPoorFairFair11611948.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.246246000
Steel Protective Coatingsq. ft.2,1081,0541,05400
Deck
Reinforced Concrete Decksq. ft.2,35202,282700
Wearing Surfacessq. ft.1,9801,980000
Substructure
Reinforced Concrete Pier Walllinear ft.26130130
Reinforced Concrete Abutmentlinear ft.52192760
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2462281260
Steel Protective Coatingsq. ft.640064000