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KY-1972 over BRANCH OF GILBERTS CREEK

Map

Coordinates:
+37.58750, -84.54139
37°35'15" N, 84°32'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1972 over BRANCH OF GILBERTS CREEK
Structure number:040B00025N
Old structure number:040*1972*B0025 (from 1992 edition)
Location:1.6 MI EAST OF JCT KY 39
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, temporary structure in place to carry legal loads [E]
Average daily traffic:575 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:18.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$105,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairSeriousFair57518.6
November 2017PoorFairSeriousFair57518.6
December 2016PoorFairSeriousFair88217.9
November 2015PoorFairSeriousFair88217.9
December 2014PoorFairSeriousFair88217.9
November 2013PoorFairPoorFair94317.7
November 2011PoorSatisfactoryPoorFair93649.7
November 2009PoorFairPoorFair82148.7
November 2007PoorFairPoorFair77048.8
November 2005PoorFairPoorFair75948.8
May 2004PoorFairPoorSatisfactory133948.6
November 2001PoorFairPoorSatisfactory133948.6
November 1999PoorFairPoorGood133948.6
November 1997PoorFairPoorGood133948.6
November 1995PoorFairPoorGood52448.8
November 1993PoorFairPoorGood52448.8
November 1991PoorFairPoorGood52448.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1800107370
Steel Protective Coatingsq. ft.81004500360
Deck
Reinforced Concrete Decksq. ft.60054715380
Wearing Surfacessq. ft.5705462400
Substructure
Reinforced Concrete Pier Walllinear ft.3122900
Reinforced Concrete Abutmentlinear ft.8808800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5200052
Steel Protective Coatingsq. ft.260000260