RTE I495 over 80TH STREET


+40.72851, -73.88206
40°43'43" N, 73°52'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
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:17°
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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201596.9FairVery GoodVery GoodSatisfactory-1324
May 201396.9GoodVery GoodVery GoodGood-1324
June 201196.9GoodVery GoodVery GoodVery Good-1324
June 200996.9GoodVery GoodVery GoodVery Good-1324
June 200796.9GoodVery GoodExcellentExcellent-1324
June 200596.9GoodVery GoodExcellentVery Good-1324
May 200396.9GoodVery GoodExcellentVery Good-1324
April 200196.9GoodExcellentExcellentVery Good-1324
January 199998.9GoodExcellentExcellentVery Good-1324
April 199796.2GoodExcellentVery GoodExcellent-58220
May 199594.6GoodVery GoodVery GoodVery Good-58220
May 199394.1GoodVery GoodVery GoodVery Good-65000
March 199193.0GoodVery GoodVery GoodVery Good-65000