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ROOSEVELT AVENUE over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.75726, -73.83805
40°45'26" N, 73°50'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROOSEVELT AVENUE over RTE I678, FLUSHING RIVER
Structure number:000000002240507
Location:OVER I678 & FLUSHING RVR
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:212.0 ft. [64.6 m]
Total length:1383.9 ft. [421.8 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1981
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Closed Grating [4]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:16,932 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:43.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$114,760,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201643.7FairFairFairSatisfactoryFO16932
November 201543.7FairFairFairFairFO16932
November 201422.4FairSatisfactoryFairFairFO16932
November 201322.4FairSatisfactoryFairFairSD16932
November 201222.5FairSatisfactoryFairFairFO16900
December 201043.8FairSatisfactoryFairFairFO19539
December 200843.8FairSatisfactoryFairFairFO19539
December 200620.6FairSatisfactoryFairFairFO19539
December 200420.6FairSatisfactoryFairFairFO19539
November 200234.2FairSatisfactorySatisfactorySatisfactoryFO21268
June 200035.5FairSatisfactorySatisfactorySatisfactoryFO18862
July 199849.2FairSatisfactorySatisfactorySatisfactoryFO18862
August 19960.0PoorPoorPoorSeriousSD20787
June 19940.0PoorPoorSeriousSeriousSD10146
August 199214.9PoorFairPoorPoorSD10146
October 19912.0PoorPoorPoorPoorSD10146