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RTE I278 over RTE I278, LEE AVE & ACES

Map 

Coordinates:
+40.61083, -74.03190
40°36'39" N, 74°01'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RTE I278, LEE AVE & ACES
Structure number:00000000552121A
Location:I278 OVER THE NARROWS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:141.7 ft. [43.2 m]
Total length:1409.8 ft. [429.7 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:15.1 ft. [4.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 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:202,650 [as of 2002]
Truck traffic:9% 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: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:68.9 tons [62.6 metric tons]
Sufficiency rating:49.0
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 201449.0Not deficientGoodSatisfactoryFair202650
August 201249.0Not deficientVery GoodGoodFair202650
August 201049.0Functionally obsoleteVery GoodGoodFair202650
August 200849.0Functionally obsoleteExcellentGoodFair202650
August 200632.0Structurally deficientFairGoodPoor202650
July 200432.0Structurally deficientFairGoodPoor202650
August 200248.3Functionally obsoleteSatisfactoryGoodFair190745
August 200048.3Functionally obsoleteSatisfactoryGoodFair184242
20000.0Not applicable---168500
September 199848.3Functionally obsoleteSatisfactoryGoodFair173454
September 199634.0Structurally deficientFairPoorPoor118957
August 199432.0Structurally deficientPoorFairPoor169791
July 199230.0Structurally deficientPoorFairPoor169791
April 199030.0Structurally deficientPoorFairPoor169791