+40.72811, -73.88556
40°43'41" N, 73°53'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I495 over CSX TRANS/CPR&P&W
Structure number:000000001065872
Location:2 MILES E JCT I495 & I278
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.8 ft. [23.7 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:114.8 ft. [35.0 m]
Deck width edge-to-edge:121.1 ft. [36.9 m]
Vertical clearance below bridge:34.1 ft. [10.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1995
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:79,135 [as of 2005]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,373,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201585.0Not deficientSatisfactorySatisfactoryGood79135
October 201485.0Not deficientSatisfactorySatisfactoryGood158270
August 201385.0Not deficientSatisfactorySatisfactoryGood158270
November 201285.0Not deficientGoodSatisfactoryGood158300
October 201185.0Not deficientGoodSatisfactoryGood158300
December 201085.0Not deficientGoodSatisfactoryGood144517
October 200985.0Not deficientGoodSatisfactoryGood144517
December 200885.0Not deficientGoodSatisfactoryGood144517
October 200785.0Not deficientGoodGoodVery Good133600
October 200685.0Not deficientVery GoodGoodVery Good133600
August 200585.0Not deficientVery GoodVery GoodVery Good133600
August 200385.0Not deficientExcellentExcellentVery Good133600
September 200185.0Not deficientExcellentExcellentVery Good133600
October 199985.0Not deficientExcellentExcellentVery Good133600
September 199762.0Not deficientVery GoodVery GoodSatisfactory133600
November 199551.8Not deficientVery GoodVery GoodFair133600
March 19954.0Not deficientPoorPoorSerious133600
October 19934.0Not deficientPoorPoorSerious133600
December 19924.0Not deficientPoorPoorSerious133600
January 199221.0Not deficientSeriousPoorSerious133600