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COUNTY ROAD 2A over KARR VALLEY CREEK

Map

Coordinates:
+42.32202, -77.83767
42°19'19" N, 77°50'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 2A over KARR VALLEY CREEK
Structure number:000000003329820
Location:2.9 MI NE OF WEST ALMOND
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:2004
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:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:154 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:89.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$453,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairExcellentExcellentFair15489.0
October 2016FairExcellentExcellentFair15789.0
November 2014FairExcellentExcellentFair15887.0
October 2012FairExcellentExcellentFair16087.0
October 2010GoodExcellentExcellentExcellent15898.0
October 2008GoodExcellentExcellentExcellent15899.0
October 2006GoodExcellentExcellentExcellent12899.0
October 2004GoodExcellentExcellentExcellent180100.0
July 2002PoorSatisfactoryFairPoor16248.2
July 2000FairSatisfactoryFairSatisfactory16263.3
August 1998FairSatisfactoryFairSatisfactory16271.7
August 1996PoorFairPoorPoor16458.4
July 1994PoorFairPoorPoor16054.9
August 1992PoorFairPoorPoor16055.9
October 1990PoorFairPoorPoor16057.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2241685600
Deck
Prestressed Concrete Top Flangesq. ft.896896000
Wearing Surfacessq. ft.90478209428
Substructure
Steel Pileeach8785200
Steel Protective Coatingsq. ft.1,2961,050211350
Steel Pier Caplinear ft.7070000
Steel Protective Coatingsq. ft.21614559120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5656000
Steel Protective Coatingsq. ft.3243081600