+40.67597, -74.00120
40°40'33" N, 74°00'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I278 over AT CLINTON ST
Structure number:00000000106531N
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:14.1 ft. [4.3 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]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201680.0FairGoodSatisfactoryFairFO162467
November 201480.0FairVery GoodSatisfactoryFairFO161771
November 201280.0FairVery GoodSatisfactoryFairFO161800
November 201080.0FairVery GoodSatisfactoryFairFO126248
October 200878.0FairSatisfactoryFairFairFO126248
October 200662.8FairFairFairFairFO126248
September 200463.8FairSatisfactoryFairFairFO126248
August 200344.6FairSatisfactoryFairFairFO126248
September 200278.0FairSatisfactoryFairFairFO175715
January 200078.0FairSatisfactorySatisfactoryFairFO175715
July 199978.0FairSatisfactoryFairFairFO139432
February 199858.0PoorSeriousPoorFairSD136171
June 199745.0PoorSeriousPoorFairSD134043
April 199645.0PoorSeriousPoorPoorSD134043
June 199545.0PoorSeriousPoorPoorSD134043
July 199445.0PoorSeriousPoorPoorSD121124
May 199243.6PoorSeriousPoorPoorSD113505
November 199043.6PoorPoorFairPoorSD95357