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RTE I495 over RTE I495, FLUSH/CORONAPK

Map 

Coordinates:
+40.74338, -73.83612
40°44'36" N, 73°50'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over RTE I495, FLUSH/CORONAPK
Structure number:00000000105578D
Location:JCT I495 & I678
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.9 ft. [34.4 m]
Total length:1900.0 ft. [579.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:28
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:84.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,279,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201584.5Functionally obsoleteSatisfactorySatisfactorySatisfactory-
July 201382.6Functionally obsoleteGoodGoodGood11810
August 201182.6Functionally obsoleteGoodGoodGood11810
August 200982.6Functionally obsoleteGoodGoodGood11810
September 200782.6Functionally obsoleteGoodGoodGood11810
September 200578.6Functionally obsoleteSatisfactoryGoodGood11810
October 200378.6Functionally obsoleteGoodSatisfactoryGood11810
October 200171.5Functionally obsoleteGoodSatisfactoryGood112239
August 199970.1Functionally obsoleteSatisfactorySatisfactoryGood112239
November 199758.0Functionally obsoleteSatisfactorySatisfactoryFair112239
October 199515.0Structurally deficient-PoorFair112239
August 199343.8Structurally deficientFairFairPoor112239
October 199142.8Structurally deficientPoorPoorPoor112239