Share:

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201579.1Functionally obsoleteVery GoodExcellentExcellent31394
June 201379.1Functionally obsoleteVery GoodExcellentExcellent31394
June 201178.1Functionally obsoleteExcellentExcellentExcellent31400
May 200976.8Functionally obsoleteExcellentExcellentExcellent52727
May 200777.8Functionally obsoleteExcellentExcellentExcellent35578
May 200577.8Not deficientExcellentExcellentExcellent35578
May 200377.8Not deficientExcellentExcellentExcellent35578
May 200177.8Not deficientExcellentExcellentExcellent35578
August 199991.4Not deficientExcellentExcellentExcellent32525
September 199792.4Not deficientVery GoodVery GoodVery Good12234