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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:99°
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 2014 

Status:Open, no restriction [A]
Average daily traffic:182,676 [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: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:59.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,800,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201459.3Not deficientGoodSatisfactorySatisfactory182676
August 201249.0Not deficientVery GoodSatisfactoryFair182700
August 201049.0Functionally obsoleteVery GoodSatisfactoryFair202650
August 200849.0Functionally obsoleteGoodSatisfactoryFair202650
August 200649.0Functionally obsoleteSatisfactorySatisfactoryFair202650
August 200449.0Functionally obsoleteSatisfactorySatisfactoryFair202650
September 200249.0Functionally obsoleteSatisfactorySatisfactoryFair190745
August 200049.0Functionally obsoleteSatisfactorySatisfactoryFair184242
20000.0Not applicable---182039
September 199849.0Functionally obsoleteSatisfactorySatisfactoryFair173454
September 199630.0Structurally deficientPoorFairPoor118957
September 199430.0Structurally deficientPoorFairPoor168500
June 199230.0Structurally deficientPoorFairPoor168500
April 199037.0Structurally deficientSatisfactoryFairPoor168500