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JEWEL AVE 69 ROAD over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.72792, -73.83277
40°43'41" N, 73°49'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEWEL AVE 69 ROAD over RTE I678, FLUSHING RIVER
Structure number:000000001055779
Location:1 MILE S JCT I678 & I495
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.8 ft. [30.1 m]
Total length:425.9 ft. [129.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:23,277 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:80.3 tons [73.0 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$23,527,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201459.4Functionally obsoleteSatisfactorySatisfactoryFair23277
July 201259.4Functionally obsoleteSatisfactorySatisfactoryFair23300
July 201068.3Functionally obsoleteSatisfactorySatisfactorySatisfactory23277
July 200868.1Functionally obsoleteSatisfactorySatisfactorySatisfactory28949
January 200669.0Functionally obsoleteSatisfactorySatisfactorySatisfactory28515
April 200469.0Functionally obsoleteSatisfactorySatisfactorySatisfactory28515
March 200269.0Functionally obsoleteSatisfactorySatisfactorySatisfactory28515
January 200056.7Functionally obsoleteSatisfactoryFairSatisfactory28527
June 199955.6Functionally obsoleteFairFairSatisfactory28527
October 199854.8Functionally obsoleteFairFairFair31421
September 199633.3Structurally deficientPoorPoorPoor31421
September 199440.8Structurally deficientPoorPoorPoor11400
November 199240.8Structurally deficientPoorPoorPoor11400
November 199121.2Structurally deficientPoorPoorSerious11400