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SOUTH NARROWS RD over RTE I278

Map 

Coordinates:
+40.60307, -74.06767
40°36'11" N, 74°04'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTH NARROWS RD over RTE I278
Structure number:000000001075770
Location:1.9MI W JCT I278+BELT PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:132.9 ft. [40.5 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:92.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,160,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201692.0GoodExcellentExcellentExcellent--
March 201493.5GoodExcellentExcellentExcellent-10188
April 201292.5FairGoodVery GoodSatisfactoryFO10188
April 201094.5GoodGoodExcellentGoodFO10188
June 200894.5GoodVery GoodExcellentGoodFO10188
April 200694.5GoodVery GoodExcellentGoodFO10188
April 200494.5GoodVery GoodExcellentGoodFO10188
May 200294.5GoodVery GoodExcellentVery GoodFO10188
July 200094.6GoodVery GoodExcellentVery GoodFO8116
November 199894.6GoodVery GoodVery GoodGoodFO8116
October 199667.4PoorSatisfactorySatisfactoryPoorSD4100
September 199467.5PoorSatisfactorySatisfactoryPoorSD4100
September 199267.5PoorSatisfactorySatisfactoryPoorSD4100
September 199049.3PoorSatisfactorySatisfactoryPoorSD4100