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RTE 211 over WALLKILL RIVER

Map

Coordinates:
+41.50236, -74.26384
41°30'08" N, 74°15'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 211 over WALLKILL RIVER
Structure number:000000001040980
Location:JCT RTE 211+WALLKILL R
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:146.0 ft. [44.5 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2015
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:3
Main spans material:Steel continuous [4]
Main spans 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,598 [as of 2014]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:94.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,795,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodExcellentExcellentGood659894.2
September 2015GoodExcellentExcellentExcellent691094.0
December 2014PoorSatisfactoryPoorPoor691033.1
October 2013PoorSatisfactoryPoorPoor650633.1
November 2012PoorSatisfactoryPoorPoor650033.1
October 2011PoorSatisfactoryFairPoor650029.5
June 2009FairSatisfactoryFairFair649747.9
July 2007FairSatisfactoryFairFair663346.0
July 2005FairSatisfactoryFairFair603535.4
August 2003FairSatisfactoryFairSatisfactory603535.4
June 2001FairSatisfactoryFairSatisfactory586335.4
August 1999FairSatisfactorySatisfactoryFair540433.4
August 1998FairSatisfactorySatisfactoryFair533734.4
August 1997PoorSatisfactoryFairPoor520019.4
August 1995PoorFairPoorPoor520016.2
August 1993PoorSatisfactoryPoorPoor718918.2
July 1991PoorSatisfactoryPoorPoor456518.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7841,784000
Steel Protective Coatingsq. ft.23,41023,410000
Deck
Reinforced Concrete Decksq. ft.14,25812,2981,96000
Wearing Surfacessq. ft.13,04811,0881,96000
Substructure
Reinforced Concrete Pier Walllinear ft.92722000
Reinforced Concrete Abutmentlinear ft.1201081200
Joints
Pourable Jointlinear ft.4848000
Compression Jointlinear ft.4848000
Bearings
Pot Bearingeach2020000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.726726000
Steel Protective Coatingsq. ft.4,6034,603000