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RTE I278 over BRUCKNER BLVD SB, RELIEF

Map 

Coordinates:
+40.80341, -73.91484
40°48'12" N, 73°54'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over BRUCKNER BLVD SB, RELIEF
Structure number:00000000106666B
Location:1 MI NE JCT I278 & I87
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:903.9 ft. [275.5 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:Local Toll Authority [32]
Year built:1959
Year reconstructed:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:14
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:24,321 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$32,962,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201576.0Functionally obsoleteFairGoodFair24321
May 201476.0Functionally obsoleteFairGoodFair24321
June 201376.0Functionally obsoleteFairSatisfactoryFair24321
April 201276.0Functionally obsoleteFairGoodFair24321
May 201176.0Functionally obsoleteFairGoodFair24321
June 200987.0Functionally obsoleteFairGoodSatisfactory24321
May 200787.0Functionally obsoleteFairGoodSatisfactory24321
May 200587.0Functionally obsoleteFairGoodSatisfactory24321
May 200387.0Not deficientFairGoodGood24321
June 200187.0Functionally obsoleteFairGoodGood128058
June 199987.0Functionally obsoleteFairGoodGood128058
May 199787.0Functionally obsoleteFairSatisfactorySatisfactory128058
March 199742.9Structurally deficientPoorPoorPoor128058
February 199443.9Structurally deficientPoorPoorPoor128058
April 199243.9Structurally deficientPoorPoorPoor128058
July 199043.9Structurally deficientPoorFairPoor128058