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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:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

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: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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$176,579,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201543.7Functionally obsoleteFairFairFair16932
November 201422.4Functionally obsoleteSatisfactoryFairFair16932
November 201322.4Structurally deficientSatisfactoryFairFair16932
November 201222.5Functionally obsoleteSatisfactoryFairFair16900
December 201043.8Functionally obsoleteSatisfactoryFairFair19539
December 200843.8Functionally obsoleteSatisfactoryFairFair19539
December 200620.6Functionally obsoleteSatisfactoryFairFair19539
December 200420.6Functionally obsoleteSatisfactoryFairFair19539
November 200234.2Functionally obsoleteSatisfactorySatisfactorySatisfactory21268
June 200035.5Functionally obsoleteSatisfactorySatisfactorySatisfactory18862
July 199849.2Functionally obsoleteSatisfactorySatisfactorySatisfactory18862
August 19960.0Structurally deficientPoorPoorSerious20787
June 19940.0Structurally deficientPoorSeriousSerious10146
August 199214.9Structurally deficientFairPoorPoor10146
October 19912.0Structurally deficientPoorPoorPoor10146