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RTE I495 over CSX TRANS/CPR&P&W

Map 

Coordinates:
+40.72818, -73.88557
40°43'41" N, 73°53'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over CSX TRANS/CPR&P&W
Structure number:000000001065873
Location:2 MILES E JCT I495 & I278
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.8 ft. [23.7 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:33.1 ft. [10.1 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 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:53,544 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$103,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201585.0Not deficientVery GoodVery GoodVery Good53544
August 201385.0Not deficientVery GoodVery GoodVery Good53544
October 201185.0Not deficientExcellentExcellentVery Good53544
October 200985.0Not deficientExcellentExcellentVery Good81495
October 200785.0Not deficientExcellentExcellentVery Good79135
August 200585.0Not deficientExcellentExcellentVery Good53544
August 200385.0Not deficientExcellentExcellentVery Good53544
September 200185.8Functionally obsoleteExcellentExcellentVery Good697
October 199987.8Functionally obsoleteExcellentExcellentVery Good697
September 199766.0Functionally obsoleteVery GoodVery GoodGood44688
November 199566.0Not deficientVery GoodVery GoodSatisfactory44688
October 199381.0Not deficientVery GoodVery GoodSatisfactory65000
March 199181.0Not deficientVery GoodVery GoodVery Good65000