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CROPSEY AVENUE SB over CONEY ISLAND CREE

Map 

Coordinates:
+40.58133, -73.98571
40°34'53" N, 73°59'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROPSEY AVENUE SB over CONEY ISLAND CREE
Structure number:000000002240301
Location:IN 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:1995
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
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 

Status:Open, no restriction [A]
Average daily traffic:15,684 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 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]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:84.5 tons [76.8 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,560,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201561.7Functionally obsoleteExcellentFairSatisfactory15684
July 201363.5Functionally obsoleteExcellentFairSatisfactory15684
June 201174.8Functionally obsoleteVery GoodSatisfactorySatisfactory17377
July 200974.7Functionally obsoleteVery GoodSatisfactorySatisfactory17549
October 200874.7Functionally obsoleteVery GoodSatisfactorySatisfactory17549
September 200775.1Functionally obsoleteVery GoodSatisfactorySatisfactory15515
August 200573.8Functionally obsoleteVery GoodSatisfactorySatisfactory17377
July 200373.8Not deficientVery GoodSatisfactorySatisfactory17377
June 200164.9Not deficientFairSatisfactorySatisfactory31999
October 199965.4Not deficientFairSatisfactorySatisfactory29616
October 199757.3Not deficientVery GoodFairSatisfactory16385
July 199546.4Not deficientVery GoodPoorPoor16385
March 199519.7Structurally deficientSeriousSeriousFair16385
March 199419.7Structurally deficientSeriousSeriousFair16385
June 199219.7Structurally deficientSeriousSeriousFair16385
July 199119.7Structurally deficientSeriousSeriousFair16385