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RTE I495 over 80TH STREET

Map 

Coordinates:
+40.72851, -73.88206
40°43'43" N, 73°52'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over 80TH STREET
Structure number:000000002065983
Location:2.4MI ESE JCT 495I + 278I
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:96.8 ft. [29.5 m]
Total length:96.8 ft. [29.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
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]
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]
Average daily traffic:1,324 [as of 1999]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:96.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.9Not deficientVery GoodVery GoodSatisfactory1324
May 201396.9Not deficientVery GoodVery GoodGood1324
June 201196.9Not deficientVery GoodVery GoodVery Good1324
June 200996.9Not deficientVery GoodVery GoodVery Good1324
June 200796.9Not deficientVery GoodExcellentExcellent1324
June 200596.9Not deficientVery GoodExcellentVery Good1324
May 200396.9Not deficientVery GoodExcellentVery Good1324
April 200196.9Not deficientExcellentExcellentVery Good1324
January 199998.9Not deficientExcellentExcellentVery Good1324
April 199796.2Not deficientExcellentVery GoodExcellent58220
May 199594.6Not deficientVery GoodVery GoodVery Good58220
May 199394.1Not deficientVery GoodVery GoodVery Good65000
March 199193.0Not deficientVery GoodVery GoodVery Good65000