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RTE I495 over JUNCTION BLVD

Map 

Coordinates:
+40.73406, -73.86453
40°44'03" N, 73°51'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over JUNCTION BLVD
Structure number:000000001055371
Location:1.1 MI SW GCP + 495I
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans 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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:186,748 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 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:Basically intolerable requiring high priority of corrrective action [3]
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:69.9 tons [63.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:84.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$766,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201484.8Functionally obsoleteExcellentExcellentVery Good186748
June 201286.9Functionally obsoleteExcellentExcellentVery Good144500
June 201092.5Functionally obsoleteExcellentExcellentVery Good72259
July 200892.5Functionally obsoleteExcellentExcellentVery Good72259
July 200692.5Functionally obsoleteExcellentExcellentVery Good30000
June 200492.5Functionally obsoleteExcellentExcellentVery Good30000
August 200292.5Functionally obsoleteExcellentExcellentVery Good30000
June 200095.6Not deficientExcellentExcellentVery Good30000
August 199895.6Not deficientExcellentExcellentExcellent30000
December 199694.2Not deficientVery GoodSatisfactorySatisfactory30000
December 199494.7Not deficientVery GoodSatisfactorySatisfactory30000
December 199294.7Not deficientVery GoodSatisfactorySatisfactory30000