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KY-169 over HICKMAN CREEK @UNION MIL

Map

Coordinates:
+37.89194, -84.51444
37°53'31" N, 84°30'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-169 over HICKMAN CREEK @UNION MIL
Structure number:057B00009N
Old structure number:057*0169*B0009 (from 1992 edition)
Location:3.5 MI S OF US 27 BUS.RTE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1950
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,169 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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:74.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$562,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairGoodSatisfactory216974.4
August 2015FairFairGoodSatisfactory381073.3
January 2015FairFairGoodSatisfactory387873.2
January 2013FairFairGoodSatisfactory376073.3
January 2011FairFairSatisfactorySatisfactory381073.2
January 2009FairFairSatisfactorySatisfactory357073.4
January 2007FairFairSatisfactoryFair333062.1
January 2005FairFairSatisfactoryFair224263.0
January 2003FairSatisfactorySatisfactorySatisfactory228575.2
January 2001FairSatisfactorySatisfactorySatisfactory228575.2
January 1999GoodGoodGoodGood228575.2
January 1997GoodGoodGoodGood228575.2
January 1995GoodGoodVery GoodGood188175.4
January 1993GoodVery GoodVery GoodGood188175.7
January 1991GoodVery GoodVery GoodGood188175.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.492492000
Deck
Reinforced Concrete Top Flangesq. ft.4,4372,8841,55300
Wearing Surfacessq. ft.3,3546702,5161680
Substructure
Reinforced Concrete Columneach98100
Reinforced Concrete Abutmentlinear ft.5252000
Reinforced Concrete Pile Cap/Footinglinear ft.7474000
Reinforced Concrete Pier Caplinear ft.78634110
Joints
Pourable Jointlinear ft.9300930
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2462054100