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STILLWELL AVENUE over CONEY ISLND CREEK

Map 

Coordinates:
+40.58220, -73.98247
40°34'56" N, 73°58'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STILLWELL AVENUE over CONEY ISLND CREEK
Structure number:000000002240540
Location:AT CONEY ISLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:6,826 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 desirable criteria [8]
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:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$349,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201574.0Functionally obsoleteVery GoodVery GoodGood6826
June 201374.0Functionally obsoleteExcellentExcellentVery Good9918
May 201180.0Functionally obsoleteVery GoodVery GoodVery Good9918
June 200980.0Functionally obsoleteVery GoodVery GoodVery Good10293
June 200780.0Functionally obsoleteVery GoodVery GoodVery Good9918
June 200580.0Functionally obsoleteVery GoodVery GoodVery Good9918
June 200380.0Functionally obsoleteVery GoodVery GoodVery Good9918
June 200180.0Functionally obsoleteVery GoodVery GoodVery Good9190
September 199980.0Functionally obsoleteGoodVery GoodVery Good9044
October 199780.0Functionally obsoleteGoodGoodGood8587
July 199580.0Functionally obsoleteSatisfactoryVery GoodSatisfactory8868
September 199381.0Not deficientVery GoodVery GoodSatisfactory96000
August 199180.0Not deficientVery GoodVery GoodSatisfactory96000