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RTE I278 over RTE I278, LEE AVENUE, TO

Map 

Coordinates:
+40.61067, -74.03169
40°36'38" N, 74°01'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RTE I278, LEE AVENUE, TO
Structure number:00000000552121C
Location:I278 OVER THE NARROWS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:155.8 ft. [47.5 m]
Total length:1513.9 ft. [461.4 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:21°
Owner:Local Toll Authority [32]
Year built:1967
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:12
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:182,676 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$36,899,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201673.0FairGoodSatisfactorySatisfactory-182676
August 201459.3FairGoodSatisfactorySatisfactory-182676
August 201249.0FairVery GoodSatisfactoryFair-182700
August 201049.0FairVery GoodSatisfactoryFairFO202650
August 200849.0FairGoodSatisfactoryFairFO202650
August 200649.0FairSatisfactorySatisfactoryFairFO202650
August 200449.0FairSatisfactorySatisfactoryFairFO202650
September 200249.0FairSatisfactorySatisfactoryFairFO190745
August 200049.0FairSatisfactorySatisfactoryFairFO184242
September 199849.0FairSatisfactorySatisfactoryFairFO173454
September 199630.0PoorPoorFairPoorSD118957
September 199430.0PoorPoorFairPoorSD168500
June 199230.0PoorPoorFairPoorSD168500
April 199037.0PoorSatisfactoryFairPoorSD168500