I495WB TO 907A SB over RTE 907A, RTE 907A


+40.75458, -73.74515
40°45'16" N, 73°44'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I495WB TO 907A SB over RTE 907A, RTE 907A
Structure number:000000001077830
Location:.2 MI NW JCT I495 & C.I.P
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:162.4 ft. [49.5 m]
Total length:324.8 ft. [99.0 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:2003
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:Steel continuous [4]
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]
Truck traffic:10% 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:Better than present minimum criteria [7]
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:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,464,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201594.0GoodExcellentExcellentVery GoodFO-
July 201392.7GoodExcellentExcellentVery GoodFO27200
September 201194.7GoodExcellentExcellentExcellent-27200
October 200994.7GoodExcellentExcellentExcellent-27200
October 200794.7GoodExcellentExcellentExcellent-27200
October 200594.7GoodExcellentExcellentExcellent-27200
October 200394.7GoodExcellentExcellentExcellent-27200