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RTE 27 over 3RD AVENUE

Map 

Coordinates:
+40.66649, -73.99497
40°39'59" 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:000000002076822
Location:JCT I27 & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:146.0 ft. [44.5 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1997
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 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,394 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:81.8 tons [74.4 metric tons]
Sufficiency rating:79.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$111,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.1GoodVery GoodExcellentExcellentFO31394
June 201379.1GoodVery GoodExcellentExcellentFO31394
June 201178.1GoodExcellentExcellentExcellentFO31400
May 200976.8GoodExcellentExcellentExcellentFO52727
May 200777.8GoodExcellentExcellentExcellentFO35578
May 200577.8GoodExcellentExcellentExcellent-35578
May 200377.8GoodExcellentExcellentExcellent-35578
May 200177.8GoodExcellentExcellentExcellent-35578
August 199991.4GoodExcellentExcellentExcellent-32525
September 199792.4GoodVery GoodVery GoodVery Good-12234