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RTE I495 over SH25-QUEENS BLVD, EB/QNS

Map 

Coordinates:
+40.73254, -73.86837
40°43'57" N, 73°52'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over SH25-QUEENS BLVD, EB/QNS
Structure number:000000002066012
Location:1.3 MI SW JCT GCP & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:339.9 ft. [103.6 m]
Total length:683.8 ft. [208.4 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:16.1 ft. [4.9 m]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,973,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201594.0GoodVery GoodGoodGoodFO-
May 201394.0GoodVery GoodVery GoodGoodFO186748
June 201192.0GoodVery GoodVery GoodVery GoodFO65000
June 200992.0GoodVery GoodVery GoodVery GoodFO65000
June 200792.0GoodVery GoodExcellentVery GoodFO65000
June 200592.0GoodExcellentExcellentVery GoodFO65000
April 200392.0GoodExcellentExcellentVery GoodFO65000
May 200192.0GoodExcellentExcellentGoodFO65000
February 199992.0GoodExcellentExcellentVery GoodFO65000
May 199792.0GoodExcellentExcellentGoodFO65000
June 199573.9FairVery GoodSatisfactorySatisfactory-65000
May 199392.0FairVery GoodSatisfactorySatisfactory-65000
March 199192.0FairVery GoodSatisfactoryVery Good-65000