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KELLY BRIDGE ROAD over SWAN LAKE

Map

Coordinates:
+41.76067, -74.79215
41°45'38" N, 74°47'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KELLY BRIDGE ROAD over SWAN LAKE
Structure number:000000003356830
Location:ACROSS SWAN LAKE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1955
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:231 [as of 2018]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$439,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodExcellentExcellentGood23177.4
September 2016GoodExcellentExcellentGood24977.4
September 2014GoodExcellentExcellentGood25077.4
August 2012GoodExcellentExcellentVery Good22077.4
August 2010GoodExcellentExcellentVery Good22072.7
November 2008GoodExcellentExcellentVery Good22072.7
December 2007FairVery GoodFairVery Good18959.6
September 2006FairVery GoodFairVery Good18959.6
July 2005FairVery GoodSatisfactoryVery Good18970.7
June 2004FairGoodSatisfactoryVery Good18970.7
June 2003FairVery GoodSatisfactoryVery Good18970.7
June 2002FairVery GoodSatisfactoryVery Good18970.5
April 2001FairVery GoodSatisfactoryVery Good18970.5
April 2000GoodVery GoodGoodVery Good18970.5
July 1999PoorVery GoodSeriousVery Good18928.2
June 1998GoodVery GoodGoodVery Good18970.5
July 1997PoorGoodSeriousSerious18928.2
July 1996PoorSatisfactorySeriousSerious70028.0
July 1995PoorVery GoodSeriousSerious70026.8
July 1994PoorVery GoodSeriousSerious70026.8
July 1993PoorVery GoodSeriousSerious70028.0
June 1992PoorVery GoodSeriousSerious70028.0
June 1991PoorFairFairSerious70023.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.150150000
Wearing Surfacessq. ft.61004271830
Substructure
Reinforced Concrete Abutmentlinear ft.4747000
Steel Pileeach102102000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5858000
Steel Protective Coatingsq. ft.214214000