Share:

RTE I495 over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.74334, -73.83613
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 I678, FLUSHING RIVER
Structure number:000000001055089
Location:JCT I495+RTE 678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.7 ft. [18.5 m]
Total length:485.9 ft. [148.1 m]
Roadway width between curbs:81.4 ft. [24.8 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance above deck:26.2 ft. [8.0 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
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:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:143,514 [as of 2005]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:93.8 tons [85.3 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$79,959,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.7Functionally obsoleteFairGoodSatisfactory143514
June 201283.7Functionally obsoleteFairGoodSatisfactory143514
June 201083.9Functionally obsoleteFairGoodSatisfactory138764
June 200983.9Functionally obsoleteFairGoodSatisfactory138764
April 200883.9Functionally obsoleteFairGoodSatisfactory138764
June 200683.5Functionally obsoleteFairGoodSatisfactory147474
June 200482.1Functionally obsoleteFairGoodSatisfactory175086
July 200280.4Functionally obsoleteFairGoodSatisfactory165676
April 200080.4Functionally obsoleteFairSatisfactorySatisfactory165676
June 199882.7Functionally obsoleteFairSatisfactorySatisfactory122632
July 199649.0Structurally deficientPoorPoorPoor117892
May 199448.0Structurally deficientPoorPoorPoor145200
August 199332.0Structurally deficientPoorPoorSerious117892
April 199232.0Structurally deficientSeriousPoorSerious157430
September 199032.0Structurally deficientPoorPoorSerious119821