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FROST VALLEY ROAD over W BR NEVERSINK RV

Map

Coordinates:
+41.92056, -74.57477
41°55'14" N, 74°34'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FROST VALLEY ROAD over W BR NEVERSINK RV
Structure number:000000003356150
Location:AT CLARYVILLE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:149.9 ft. [45.7 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:418 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 assessed or calculated scour condition. [5]
Sufficiency rating:97.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,948,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodExcellentVery Good41897.8
August 2016GoodVery GoodExcellentVery Good47797.8
August 2014GoodExcellentExcellentVery Good47788.4
August 2012FairExcellentExcellentFair48075.6
August 2010GoodExcellentExcellentExcellent35890.7
November 2008GoodExcellentExcellentExcellent47778.1
August 2007PoorFairSeriousFair4879.2
July 2006PoorFairSeriousFair3589.2
June 2005PoorSatisfactoryPoorSatisfactory35831.7
June 2004PoorSatisfactoryPoorSatisfactory35831.7
May 2003PoorSatisfactoryPoorSatisfactory35831.7
May 2002PoorSatisfactoryPoorFair35828.7
May 2001PoorSatisfactoryPoorSatisfactory35828.7
May 2000PoorSatisfactoryPoorSatisfactory35831.5
October 1999PoorGoodSeriousGood3588.0
June 1998PoorSatisfactoryPoorGood35828.7
November 1997PoorSatisfactorySeriousFair3588.0
December 1996PoorFairSeriousSerious35810.9
November 1995PoorPoorSeriousSerious2806.9
November 1994PoorPoorSeriousSerious2809.5
October 1993PoorPoorSeriousSerious2809.5
August 1992PoorPoorSeriousSerious2809.5
October 1991PoorFairSeriousSerious28011.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.600600000
Steel Protective Coatingsq. ft.8,99208,99200
Deck
Reinforced Concrete Decksq. ft.4,9203,9201,00000
Wearing Surfacessq. ft.4,4403,3301,11000
Substructure
Reinforced Concrete Abutmentlinear ft.105881700
Reinforced Concrete Pile Cap/Footinglinear ft.9595000
Bearings
Elastomeric Bearingeach86200
Steel Protective Coatingsq. ft.6406400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.300300000
Steel Protective Coatingsq. ft.1,9201,72819200