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RTE I278 over WASHINGTON ST

Map

Coordinates:
+40.70155, -73.98968
40°42'06" N, 73°59'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over WASHINGTON ST
Structure number:000000002230420
Location:.1 MI E I278+BKLYN BR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:106,102 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 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:63.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,408,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactoryGoodSatisfactory10610263.9
July 2014FairSatisfactoryGoodSatisfactory12252260.7
June 2012FairSatisfactoryGoodSatisfactory12252266.6
July 2010FairSatisfactoryGoodSatisfactory12252266.6
July 2008FairSatisfactoryGoodSatisfactory10607967.7
April 2006FairSatisfactoryGoodSatisfactory12252266.6
April 2004FairSatisfactoryGoodSatisfactory12252267.2
April 2002FairSatisfactoryGoodSatisfactory15150965.4
October 2000FairFairGoodSatisfactory15150953.0
December 1998FairFairFairSatisfactory13703539.1
October 1996PoorPoorFairFair12112427.8
November 1994PoorPoorPoorFair12112412.8
December 1992PoorPoorFairFair11350527.8
November 1990PoorPoorFairFair11611927.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2582382000
Steel Protective Coatingsq. ft.3,9623,56240000
Deck
Reinforced Concrete Decksq. ft.2,4482,36850300
Wearing Surfacessq. ft.2,1782,178000
Substructure
Reinforced Concrete Abutmentlinear ft.100100000
Joints
Compression Jointlinear ft.7600760
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.1616000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.129129000
Steel Protective Coatingsq. ft.400040000