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RTE I495 over RAMP TO LIE WB, BQE WB

Map 

Coordinates:
+40.73608, -73.92548
40°44'10" N, 73°55'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over RAMP TO LIE WB, BQE WB
Structure number:000000001076250
Location:JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.7 ft. [18.2 m]
Total length:926.9 ft. [282.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2002
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:16
Main spans material:Steel [3]
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: June 2015 

Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Inventory rating:71.8 tons [65.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$208,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.0Functionally obsoleteExcellentVery GoodGood-
May 201395.0Functionally obsoleteExcellentVery GoodGood33370
June 201193.0Functionally obsoleteExcellentExcellentGood33370
June 200993.0Not deficientExcellentExcellentGood33370
June 200793.0Not deficientExcellentExcellentGood33370
May 200593.0Not deficientExcellentExcellentGood33370
June 200392.0Not deficientExcellentExcellentGood33370
March 200378.0Not deficientPoorSatisfactoryFair22805
January 200078.7Structurally deficientPoorSatisfactoryFair22805
20000.0Not applicable---10000
January 199864.7Structurally deficientFairFairPoor15315
January 199661.8Structurally deficientPoorPoorPoor15315
January 199462.8Structurally deficientPoorPoorPoor96456
February 199262.8Structurally deficientPoorPoorPoor96456
May 199044.8Structurally deficientPoorPoorPoor96456