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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:2012
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 2015 

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:$1,325,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201567.3Not deficientExcellentFairFair126248
May 201467.3Not deficientExcellentFairSatisfactory126248
July 201367.3Not deficientExcellentFairSatisfactory126248
July 201267.3Not deficientExcellentFairSatisfactory126248
July 201149.3Structurally deficientFairPoorSatisfactory126248
July 201049.3Structurally deficientFairPoorSatisfactory126248
June 200866.3Functionally obsoleteSatisfactoryFairSatisfactory126248
July 200750.3Structurally deficientSatisfactoryPoorSatisfactory126248
April 200650.3Structurally deficientSatisfactoryPoorSatisfactory126248
August 200466.3Functionally obsoleteSatisfactoryFairSatisfactory126248
July 200366.3Functionally obsoleteSatisfactoryFairSatisfactory126248
September 200249.3Functionally obsoleteSatisfactoryFairSatisfactory175715
August 200149.3Functionally obsoleteSatisfactoryFairSatisfactory175715
January 200059.3Functionally obsoleteSatisfactorySatisfactorySatisfactory175715
June 199936.8Functionally obsoleteSatisfactoryFairSatisfactory139432
February 199835.3Structurally deficientFairPoorFair136171
June 199735.3Structurally deficientFairPoorFair134043
April 199649.3Structurally deficientPoorPoorPoor134043
April 199532.9Structurally deficientPoorSeriousPoor134043
July 199449.9Structurally deficientPoorPoorPoor121124
May 199232.9Structurally deficientPoorSeriousPoor113505
October 199149.9Structurally deficientPoorPoorPoor95357