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RTE I495 over 80TH STREET

Map 

Coordinates:
+40.72866, -73.88216
40°43'43" N, 73°52'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over 80TH STREET
Structure number:000000002065981
Location:2.4MI ESE JCT 495I & 278I
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:93.8 ft. [28.6 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:99.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$146,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201599.0GoodGoodVery GoodGood--
May 201398.5GoodGoodVery GoodGood-10000
June 201196.5GoodVery GoodVery GoodVery Good-10000
June 200996.5GoodVery GoodVery GoodVery Good-10000
June 200796.5GoodVery GoodExcellentExcellent-10000
June 200593.5GoodVery GoodExcellentVery GoodFO10000
May 200393.5GoodVery GoodExcellentVery GoodFO10000
April 200193.5GoodExcellentExcellentVery GoodFO10000
January 199993.5GoodVery GoodVery GoodGood-10000
April 199793.5FairGoodGoodSatisfactory-10000
June 199593.2FairSatisfactorySatisfactorySatisfactory-10000
June 199395.2FairVery GoodVery GoodSatisfactory-10000