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RTE I278 over RELIEF

Map 

Coordinates:
+40.66906, -73.99703
40°40'09" N, 73°59'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RELIEF
Structure number:00000000106531M
Location:JCT PROSPECT EXPY & I278
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.8 ft. [10.6 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:19.0 ft. [5.8 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2013
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: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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:126,248 [as of 2002]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Fair [5 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:82.8 tons [75.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:67.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,296,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201667.3FairExcellentFairFair-126248
May 201567.3FairExcellentFairFair-126248
May 201467.3FairExcellentFairSatisfactory-126248
July 201367.3FairExcellentFairSatisfactory-126248
July 201267.3FairExcellentFairSatisfactory-126248
July 201149.3PoorFairPoorSatisfactorySD126248
July 201049.3PoorFairPoorSatisfactorySD126248
June 200866.3FairSatisfactoryFairSatisfactoryFO126248
July 200750.3PoorSatisfactoryPoorSatisfactorySD126248
April 200650.3PoorSatisfactoryPoorSatisfactorySD126248
August 200466.3FairSatisfactoryFairSatisfactoryFO126248
July 200366.3FairSatisfactoryFairSatisfactoryFO126248
September 200249.3FairSatisfactoryFairSatisfactoryFO175715
August 200149.3FairSatisfactoryFairSatisfactoryFO175715
January 200059.3FairSatisfactorySatisfactorySatisfactoryFO175715
June 199936.8FairSatisfactoryFairSatisfactoryFO139432
February 199835.3PoorFairPoorFairSD136171
June 199735.3PoorFairPoorFairSD134043
April 199649.3PoorPoorPoorPoorSD134043
April 199532.9PoorPoorSeriousPoorSD134043
July 199449.9PoorPoorPoorPoorSD121124
May 199232.9PoorPoorSeriousPoorSD113505
October 199149.9PoorPoorPoorPoorSD95357