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RTE I278 over RAMP TO HAMILTON

Map 

Coordinates:
+40.66844, -73.99625
40°40'06" N, 73°59'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RAMP TO HAMILTON
Structure number:00000000106531K
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.8 ft. [29.5 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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:Good
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:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:102.7 tons [93.4 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:86.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,976,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201686.0GoodGoodVery GoodGoodFO162467
August 201492.7GoodVery GoodVery GoodVery GoodFO25673
August 201292.7GoodVery GoodVery GoodVery GoodFO25673
September 201092.7GoodVery GoodVery GoodVery GoodFO25673
June 200892.7GoodExcellentExcellentExcellentFO25673
April 200692.7GoodExcellentExcellentExcellentFO25673
July 200492.7GoodExcellentExcellentExcellent-25673
June 200293.6GoodExcellentExcellentExcellent-94589
February 200095.6GoodExcellentExcellentExcellent-94589
March 199895.6GoodVery GoodVery GoodVery Good-94589
April 199651.7PoorPoorPoorPoorSD94589
June 199453.7PoorFairPoorPoorSD94589
May 199253.7PoorFairPoorPoorSD94589
December 199051.7PoorPoorPoorPoorSD94589