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RTE 27 over 3RD AVENUE

Map 

Coordinates:
+40.66663, -73.99493
40°39'60" N, 73°59'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 27 over 3RD AVENUE
Structure number:000000002076821
Location:JCT RT 27 & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:152.9 ft. [46.6 m]
Total length:157.8 ft. [48.1 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1998
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:31,394 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.8 tons [89.8 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:94.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$222,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201494.5Not deficientGoodExcellentVery Good31394
June 201290.4Functionally obsoleteGoodVery GoodVery Good31400
June 201089.1Functionally obsoleteGoodVery GoodVery Good97927
July 200888.7Functionally obsoleteGoodExcellentVery Good105454
March 200688.9Not deficientGoodExcellentVery Good101665
April 200495.3Not deficientGoodExcellentVery Good35578
April 200295.3Not deficientVery GoodExcellentVery Good35578
November 200093.3Not deficientVery GoodExcellentVery Good35578
December 199893.4Not deficientGoodGoodGood32525