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RTE I278 over RELIEF

Map 

Coordinates:
+40.73825, -73.90328
40°44'18" N, 73°54'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RELIEF
Structure number:000000001075921
Location:1.2 MI NE JCT I278 & I495
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:64.0 ft. [19.5 m]
Total length:665.1 ft. [202.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:1990
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:10
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: February 2014 

Status:Open, no restriction [A]
Average daily traffic:50,280 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:76.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,509,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201476.0Not deficientVery GoodVery GoodSatisfactory50280
January 201276.0Not deficientVery GoodVery GoodSatisfactory50300
January 201075.5Not deficientVery GoodVery GoodSatisfactory41040
February 200841.4Functionally obsoleteVery GoodVery GoodSatisfactory41040
February 200679.3Not deficientGoodGoodSatisfactory41040
January 20049.0Functionally obsoleteGoodGoodSatisfactory41040