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CROPSEY AVENUE over CONEY ISLAND CRK

Map

Coordinates:
+40.58180, -73.98586
40°34'54" N, 73°59'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROPSEY AVENUE over CONEY ISLAND CRK
Structure number:000000002240302
Location:AT CONEY ISLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:154.9 ft. [47.2 m]
Total length:204.7 ft. [62.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Epoxy Overlay [5]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,684 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.4 tons [74.0 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:62.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,245,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201562.7FairVery GoodSatisfactoryFairFO15684
October 201461.1FairVery GoodSatisfactoryFairFO31367
December 201360.9FairVery GoodSatisfactoryFairFO32219
October 201260.4FairVery GoodSatisfactoryFairFO34200
November 201161.0FairVery GoodSatisfactoryFairFO31561
October 201060.2FairVery GoodSatisfactoryFairFO35098
July 200960.2FairVery GoodSatisfactoryFairFO35098
October 200860.2FairVery GoodSatisfactoryFairFO35098
October 200761.1FairVery GoodSatisfactoryFairFO31029
August 200661.0FairVery GoodSatisfactoryFairFO31561
August 200561.0FairVery GoodSatisfactoryFairFO31561
September 200461.0FairVery GoodSatisfactoryFairFO31561
June 200361.0FairVery GoodSatisfactoryFairFO31561
July 200257.1FairVery GoodSatisfactoryFairFO26593
June 200157.1FairVery GoodSatisfactoryFairFO26593
October 200069.1FairExcellentSatisfactorySatisfactoryFO26593
September 199968.0FairExcellentSatisfactorySatisfactoryFO26593
October 199869.1FairGoodSatisfactorySatisfactoryFO26593
September 199649.0PoorVery GoodPoorPoorSD16385
April 199619.7PoorSeriousSeriousPoorSD16385
October 199419.7PoorSeriousSeriousPoorSD16385
September 199319.7PoorSeriousSeriousPoorSD16385
June 199241.7PoorSeriousPoorFairSD16385
July 199119.7PoorSeriousSeriousFairSD16385