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RTE I495 over RTE I495, RTE I495, QUEE

Map 

Coordinates:
+40.73280, -73.86804
40°43'58" N, 73°52'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over RTE I495, RTE I495, QUEE
Structure number:000000002066011
Location:1.3 MI SW JCT GCP & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:192.6 ft. [58.7 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:50.5 ft. [15.4 m]
Deck width edge-to-edge:107.3 ft. [32.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2003
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: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:93,374 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:61.8 tons [56.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:64.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$481,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201564.8FairVery GoodSatisfactoryVery GoodFO93374
May 201377.0GoodVery GoodGoodGoodFO186748
June 201175.0GoodVery GoodGoodGood-222948
June 200977.0GoodVery GoodGoodGood-144517
June 200777.0GoodVery GoodGoodGood-222948
June 200575.0GoodVery GoodGoodGood-222948
August 200394.0GoodVery GoodGoodGood-222948
March 200387.0PoorPoorSatisfactorySatisfactorySD189041
December 200087.0PoorPoorSatisfactorySatisfactorySD189041
December 199887.0PoorPoorSatisfactorySatisfactorySD206997
December 199660.0PoorPoorPoorPoorSD91677
October 199460.0PoorPoorPoorPoorSD91677