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BUSH ROAD over TRIB MANOR KILL

Map

Coordinates:
+42.38328, -74.31471
42°22'60" N, 74°18'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUSH ROAD over TRIB MANOR KILL
Structure number:000000002228530
Location:.7 MI S OF MANOR KILL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:68.9 ft. [21.0 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2014
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: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:100.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$931,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodExcellentExcellentExcellent27100.0
June 2016GoodExcellentExcellentExcellent45100.0
June 2014Good-ExcellentExcellent4597.0
May 2013FairGoodSatisfactory-4533.9
May 2012PoorGoodSatisfactoryImminent Failure5035.9
April 2010GoodExcellentGoodGood5594.0
April 2008GoodExcellentGoodGood4394.0
April 2007PoorGoodPoorSerious4525.4
May 2006PoorGoodFairSerious4525.4
March 2005FairGoodFairFair5545.0
April 2004FairGoodSatisfactoryFair5545.0
March 2002FairGoodSatisfactorySatisfactory5547.0
May 2001FairGoodSatisfactorySatisfactory5547.0
May 2000FairGoodSatisfactorySatisfactory5547.0
April 1999PoorExcellentSeriousSerious5526.3
May 1998FairExcellentSatisfactorySatisfactory5547.0
March 1997PoorVery GoodSeriousSerious5527.4
April 1996PoorVery GoodSeriousSerious5527.4
March 1995PoorSeriousSeriousSerious1524.4
April 1994PoorPoorSeriousSerious1524.4
April 1993PoorPoorSeriousSerious1524.4
May 1992PoorPoorSeriousSerious1524.4
April 1991PoorFairFairSerious1525.5

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.511511000
Wearing Surfacessq. ft.1,8621,8060560
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.146146000
Steel Protective Coatingsq. ft.540540000