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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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:10,188 [as of 2001]
Truck traffic:10% 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:Superior to present desirable criteria [9]
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:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:93.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,160,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201493.5Not deficientExcellentExcellentExcellent10188
April 201292.5Functionally obsoleteGoodVery GoodSatisfactory10188
April 201094.5Functionally obsoleteGoodExcellentGood10188
June 200894.5Functionally obsoleteVery GoodExcellentGood10188
April 200694.5Functionally obsoleteVery GoodExcellentGood10188
April 200494.5Functionally obsoleteVery GoodExcellentGood10188
May 200294.5Functionally obsoleteVery GoodExcellentVery Good10188
July 200094.6Functionally obsoleteVery GoodExcellentVery Good8116
November 199894.6Functionally obsoleteVery GoodVery GoodGood8116
October 199667.4Structurally deficientSatisfactorySatisfactoryPoor4100
September 199467.5Structurally deficientSatisfactorySatisfactoryPoor4100
September 199267.5Structurally deficientSatisfactorySatisfactoryPoor4100
September 199049.3Structurally deficientSatisfactorySatisfactoryPoor4100