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KY-1936 over BRANCH OF PHILLIPS CREEK

Map

Coordinates:
+38.87083, -84.41361
38°52'15" N, 84°24'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1936 over BRANCH OF PHILLIPS CREEK
Structure number:019B00021N
Old structure number:019*1936*B0021 (from 1992 edition)
Location:1.7 MI N.W. OF JCT US 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:198 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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 corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:66.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$97,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairFair19866.0
August 2015FairFairFairFair18465.8
August 2013FairFairFairFair18465.8
August 2011FairFairFairFair22265.8
November 2009FairFairFairFair25665.8
January 2008FairFairFairFair28965.8
October 2005FairFairFairFair13465.8
October 2003FairSatisfactorySatisfactoryFair20981.7
September 2001FairGoodGoodFair20981.7
August 1999FairGoodGoodFair20981.7
August 1997FairGoodGoodFair20981.7
August 1995FairGoodGoodFair29481.7
September 1993FairGoodGoodFair29482.0
August 1991FairGoodVery GoodFair29482.0

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.2592322502
Deck
Prestressed Concrete Top Flangesq. ft.778778000
Wearing Surfacessq. ft.711071100
Substructure
Reinforced Concrete Abutmentlinear ft.8477520
Masonry Abutmentlinear ft.50050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7474000
Steel Protective Coatingsq. ft.3703304000