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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]
Skew angle:
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:24,797 [as of 2015]
Truck traffic:6% 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:80.2 tons [72.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:59.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,867,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201659.1FairSatisfactorySatisfactoryFairFO24797
June 201459.4FairSatisfactorySatisfactoryFairFO23277
July 201259.4FairSatisfactorySatisfactoryFairFO23300
July 201068.3FairSatisfactorySatisfactorySatisfactoryFO23277
July 200868.1FairSatisfactorySatisfactorySatisfactoryFO28949
January 200669.0FairSatisfactorySatisfactorySatisfactoryFO28515
April 200469.0FairSatisfactorySatisfactorySatisfactoryFO28515
March 200269.0FairSatisfactorySatisfactorySatisfactoryFO28515
January 200056.7FairSatisfactoryFairSatisfactoryFO28527
June 199955.6FairFairFairSatisfactoryFO28527
October 199854.8FairFairFairFairFO31421
September 199633.3PoorPoorPoorPoorSD31421
September 199440.8PoorPoorPoorPoorSD11400
November 199240.8PoorPoorPoorPoorSD11400
November 199121.2PoorPoorPoorSeriousSD11400