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COVERED BRIDGE RD over WILLOWEMOC CREEK

Map

Coordinates:
+41.91485, -74.83183
41°54'53" N, 74°49'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COVERED BRIDGE RD over WILLOWEMOC CREEK
Structure number:000000003357300
Location:1 MI NW LIVINGSTON MANOR
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:94.8 ft. [28.9 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Vertical clearance above deck:7.9 ft. [2.4 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1860
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Wood or timber [7]
Main span design:Arch - Thru [12]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:221 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,393,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairSatisfactory2210.0
July 2017FairFairSatisfactorySatisfactory22521.3
July 2016FairSatisfactorySatisfactorySatisfactory23422.4
July 2015FairSatisfactoryFairSatisfactory23110.5
July 2014FairSatisfactoryFairSatisfactory23110.5
July 2013FairSatisfactoryFairSatisfactory23710.4
September 2012PoorSatisfactorySatisfactoryPoor24010.3
October 2011FairSatisfactorySatisfactorySatisfactory24023.7
October 2010FairSatisfactorySatisfactoryFair24510.2
August 2009FairSatisfactorySatisfactoryFair24510.2
August 2008FairSatisfactorySatisfactoryFair24510.2
October 2007FairSatisfactoryFairFair23710.4
September 2006FairSatisfactorySatisfactoryFair23710.4
July 2005PoorSatisfactorySatisfactoryPoor24510.2
June 2004PoorSatisfactorySatisfactoryPoor24510.2
August 2003PoorSatisfactorySatisfactoryPoor24510.2
July 2002PoorSatisfactorySatisfactoryPoor24510.2
August 2001FairSatisfactorySatisfactorySatisfactory24526.6
July 2000FairSatisfactorySatisfactorySatisfactory24526.6
August 1999PoorVery GoodSeriousSerious24518.8
July 1998PoorGoodSeriousSerious11519.4
July 1997PoorSatisfactorySeriousSerious11519.4
July 1996PoorFairSeriousSerious11518.3
August 1995PoorFairSeriousSerious11518.3
July 1994PoorFairSeriousSerious11518.3
July 1993PoorFairSeriousSerious11518.3
June 1992PoorFairSeriousSerious11518.3
May 1991PoorFairFairSerious11518.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.222022200
Timber Stringerlinear ft.224022310
Timber Archlinear ft.1900175150
Timber Floor Beamlinear ft.1600128320
Substructure
Reinforced Concrete Pier Walllinear ft.2702700
Reinforced Concrete Abutmentlinear ft.22012100
Masonry Abutmentlinear ft.1600160
Reinforced Concrete Pile Cap/Footinglinear ft.5104920
Reinforced Concrete Pier Caplinear ft.1601600
Deck
Timber Decksq. ft.1,50401,3831210
Wearing Surfacessq. ft.1,36601,2451210
Bearings
Other Bearingeach20200
Bridge Rail
Timber Bridge Raillinear ft.5605600