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RTE I278 over RELIEF

Map 

Coordinates:
+40.65433, -74.00742
40°39'16" N, 74°00'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RELIEF
Structure number:00000000106531G
Location:JCT PROSPECT EXPY & I278
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:61.0 ft. [18.6 m]
Total length:311.0 ft. [94.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1962
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:6
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:11,865 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 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]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,614,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201563.7Functionally obsoleteVery GoodGoodFair11865
June 201448.2Structurally deficientFairFairPoor11865
June 201348.7Structurally deficientFairFairPoor7943
June 201249.7Structurally deficientSatisfactoryFairPoor7943
June 201149.7Structurally deficientSatisfactoryFairPoor7943
March 201049.7Structurally deficientSatisfactoryFairPoor7943
May 200949.7Structurally deficientSatisfactoryFairPoor7943
May 200849.7Structurally deficientSatisfactoryFairPoor7943
May 200763.7Functionally obsoleteSatisfactoryFairFair7943
March 200657.8Functionally obsoleteSatisfactoryFairFair7943
August 200565.0Functionally obsoleteSatisfactoryFairFair7943
July 200364.0Functionally obsoleteSatisfactoryFairFair7943
August 200162.8Functionally obsoleteFairFairFair156315
August 199964.8Functionally obsoleteFairFairFair156315
July 199765.8Functionally obsoleteSatisfactoryFairFair156315
May 199549.7Structurally deficientPoorPoorPoor156315
August 199347.0Structurally deficientPoorPoorPoor156315
July 199150.0Structurally deficientFairPoorPoor156315