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SCHILLNGS CROSSNG over STONY KILL

Map

Coordinates:
+42.41705, -73.47739
42°25'01" N, 73°28'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCHILLNGS CROSSNG over STONY KILL
Structure number:000000003221980
Location:1.6 MI W OF CANAAN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:52.8 ft. [16.1 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Owner:County Highway Agency [02]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:76 [as of 2015]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:65.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,581,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairSatisfactory7665.5
November 2015FairFairFairSatisfactory6664.5
December 2013FairFairFairSatisfactory6664.5
December 2011FairFairFairSatisfactory20060.5
September 2009FairFairFairSatisfactory20060.5
September 2007FairFairFairSatisfactory20060.5
September 2005FairFairFairSatisfactory20060.5
September 2003FairFairFairSatisfactory20061.5
July 2001FairFairFairSatisfactory20061.5
June 1999FairFairFairSatisfactory20061.5
May 1997Fair-FairVery Good20062.5
May 1995PoorFairPoorFair20046.0
May 1993PoorFairPoorFair20038.4
April 1991PoorSatisfactoryPoorFair20048.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.260255050
Steel Protective Coatingsq. ft.1,04009365252
Deck
Reinforced Concrete Decksq. ft.78006751050
Wearing Surfacessq. ft.78003903900
Superstructure
Steel Trusslinear ft.110106040
Steel Protective Coatingsq. ft.1,79701,6179090
Steel Floor Beamlinear ft.66540120
Steel Protective Coatingsq. ft.51004602525
Steel Gusset Plateeach87010
Steel Protective Coatingsq. ft.114011400
Substructure
Reinforced Concrete Abutmentlinear ft.110011000
Joints
Other Jointlinear ft.170890
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.1200120
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116011600
Steel Protective Coatingsq. ft.340034000