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HAYES STATION RD over SO.FK. LICKING RIVER

Map

Coordinates:
+38.65861, -84.35194
38°39'31" N, 84°21'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAYES STATION RD over SO.FK. LICKING RIVER
Structure number:096C00033N
Location:1.7 MI SO. OF US. 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:244.1 ft. [74.4 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:213 [as of 2006]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:58.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$469,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryFair21358.5
August 2016FairSatisfactorySatisfactoryFair21358.5
August 2014FairSatisfactorySatisfactoryFair21358.5
August 2012FairSatisfactorySatisfactoryFair21347.7
August 2010FairSatisfactorySatisfactoryFair21347.7
September 2008FairSatisfactorySatisfactoryFair21347.7
October 2006FairGoodGoodFair21347.7
October 2004FairGoodGoodSatisfactory15051.4

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.1,2201,1952500
Deck
Prestressed Concrete Top Flangesq. ft.3,7023,702000
Substructure
Reinforced Concrete Pier Walllinear ft.3838000
Reinforced Concrete Abutmentlinear ft.75304500
Reinforced Concrete Pile Cap/Footinglinear ft.55025300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4884484000
Steel Protective Coatingsq. ft.2,4402,29015000