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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201599.0Not deficientGoodVery GoodGood-
May 201398.5Not deficientGoodVery GoodGood10000
June 201196.5Not deficientVery GoodVery GoodVery Good10000
June 200996.5Not deficientVery GoodVery GoodVery Good10000
June 200796.5Not deficientVery GoodExcellentExcellent10000
June 200593.5Functionally obsoleteVery GoodExcellentVery Good10000
May 200393.5Functionally obsoleteVery GoodExcellentVery Good10000
April 200193.5Functionally obsoleteExcellentExcellentVery Good10000
January 199993.5Not deficientVery GoodVery GoodGood10000
April 199793.5Not deficientGoodGoodSatisfactory10000
June 199593.2Not deficientSatisfactorySatisfactorySatisfactory10000
June 199395.2Not deficientVery GoodVery GoodSatisfactory10000