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RTE 23A over SPRUCE CREEK

Map

Coordinates:
+42.19127, -74.07071
42°11'29" N, 74°04'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 23A over SPRUCE CREEK
Structure number:000000001017980
Location:JCT 23A & KAATERSKILL FLS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,357 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$918,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryFairFair235759.2
May 2015FairSatisfactoryFairFair270351.7
June 2013FairSatisfactoryFairSatisfactory270358.5
June 2011FairSatisfactorySatisfactoryFair400058.2
June 2009FairSatisfactorySatisfactoryFair357059.0
July 2007FairSatisfactoryFairFair304360.1
July 2005PoorSatisfactoryPoorFair355839.9
December 2004FairSatisfactoryFairFair330759.5
July 2003FairSatisfactoryFairFair351359.1
August 2001FairSatisfactoryFairFair351359.1
June 1999FairVery GoodVery GoodSatisfactory350971.4
June 1997FairGoodFairSatisfactory357459.0
June 1995FairSatisfactorySatisfactoryFair329059.4
June 1993FairVery GoodSatisfactoryFair355058.9
August 1991FairVery GoodVery GoodFair419562.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.180017730
Steel Protective Coatingsq. ft.7700684779
Deck
Reinforced Concrete Decksq. ft.867086700
Wearing Surfacessq. ft.756075600
Substructure
Reinforced Concrete Abutmentlinear ft.68053150
Masonry Abutmentlinear ft.9608970
Reinforced Concrete Pile Cap/Footinglinear ft.2002000
Joints
Pourable Jointlinear ft.116011600
Bearings
Movable Bearingeach1200120
Steel Protective Coatingsq. ft.4800048
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6206200
Steel Protective Coatingsq. ft.670067000