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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201564.8Functionally obsoleteVery GoodSatisfactoryVery Good93374
May 201377.0Functionally obsoleteVery GoodGoodGood186748
June 201175.0Not deficientVery GoodGoodGood222948
June 200977.0Not deficientVery GoodGoodGood144517
June 200777.0Not deficientVery GoodGoodGood222948
June 200575.0Not deficientVery GoodGoodGood222948
August 200394.0Not deficientVery GoodGoodGood222948
March 200387.0Structurally deficientPoorSatisfactorySatisfactory189041
December 200087.0Structurally deficientPoorSatisfactorySatisfactory189041
December 199887.0Structurally deficientPoorSatisfactorySatisfactory206997
December 199660.0Structurally deficientPoorPoorPoor91677
October 199460.0Structurally deficientPoorPoorPoor91677