RTE I495 over RTE 907A, RTE 907A, 495I


+40.75358, -73.74442
40°45'13" N, 73°44'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I495 over RTE 907A, RTE 907A, 495I
Structure number:000000001055359
Location:JCT I495 & CROSS ISLD PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:104.3 ft. [31.8 m]
Deck width edge-to-edge:115.8 ft. [35.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:146,924 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:86.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$22,447,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201586.8GoodExcellentVery GoodVery GoodFO146924
July 201386.8GoodExcellentVery GoodVery GoodFO146924
July 201186.6GoodExcellentVery GoodVery GoodFO150100
July 200988.0GoodExcellentVery GoodExcellent-122903
July 200788.0GoodExcellentExcellentExcellent-122719
July 200585.8GoodExcellentExcellentExcellent-122719
September 200387.7GoodExcellentExcellentExcellent-64799
March 200374.9FairFairSatisfactoryFairFO68580
January 200074.6FairFairSatisfactoryFairFO73275
January 199875.0FairFairSatisfactoryFairFO67851
January 199646.6PoorPoorFairPoorSD70677
June 199450.2PoorPoorFairPoorSD55287
September 199245.9PoorPoorFairPoorSD157430
November 199050.1PoorFairFairPoorSD73858