+40.72822, -73.88558
40°43'42" 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:000000001065871
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:191.0 ft. [58.2 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:37.1 ft. [11.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1988
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 [3]
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:158,270 [as of 2005]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
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:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:83.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$135,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201583.0Not deficientVery GoodExcellentVery Good158270
August 201381.0Functionally obsoleteVery GoodExcellentVery Good158270
October 201181.0Functionally obsoleteVery GoodExcellentVery Good65000
October 200981.0Functionally obsoleteVery GoodExcellentVery Good65000
October 200781.0Functionally obsoleteVery GoodExcellentVery Good65000
August 200581.0Functionally obsoleteVery GoodExcellentVery Good65000
August 200381.0Functionally obsoleteVery GoodExcellentVery Good65000
September 200181.0Functionally obsoleteVery GoodExcellentVery Good65000
October 199984.0Not deficientExcellentExcellentExcellent65000
September 199784.0Not deficientVery GoodVery GoodGood65000
November 199584.0Not deficientVery GoodVery GoodSatisfactory65000
October 199384.0Not deficientVery GoodVery GoodSatisfactory65000
March 199183.0Not deficientVery GoodVery Good-65000