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RTE 196 over WOOD CREEK

Map

Coordinates:
+43.30966, -73.51294
43°18'35" N, 73°30'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 196 over WOOD CREEK
Structure number:000000001039830
Location:3.85 MI E JCT RTE 4 & 196
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,493 [as of 2008]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$387,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodVery Good449379.8
October 2014FairSatisfactoryGoodFair449368.2
October 2012FairSatisfactoryGoodFair450068.2
October 2010FairGoodGoodSatisfactory449379.8
September 2008FairGoodGoodSatisfactory449379.8
October 2006FairGoodGoodSatisfactory446779.9
October 2004FairVery GoodVery GoodSatisfactory446779.9
October 2002FairVery GoodVery GoodSatisfactory260991.4
November 2000FairVery GoodVery GoodSatisfactory260991.4
November 1998GoodVery GoodVery GoodVery Good428580.0
October 1996Fair-Very GoodSatisfactory402979.9
September 1994Fair-Very GoodSatisfactory260491.0
November 1992Fair-Very GoodSatisfactory405080.0
July 1991PoorPoorPoorPoor382044.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.390039000
Deck
Prestressed Concrete Top Flangesq. ft.1,48001,48000
Wearing Surfacessq. ft.1,48001,464160
Substructure
Reinforced Concrete Abutmentlinear ft.112922000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9898000
Steel Protective Coatingsq. ft.345345000