+36.63500, -85.14528
36°38'06" N, 85°08'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1576 over SPRING CREEK
Structure number:027B00026N
Old structure number:027*1576*B0026 (from 1992 edition)
Location:1.0 MI NOR. OF TENN ST LN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:59.1 ft. [18.0 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:258 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:18.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorFairPoorFair25818.7
December 2017FairFairFairFair25839.3
December 2015FairFairFairFair39163.2
January 2014FairFairFairFair39163.2
December 2011FairFairFairFair41762.2
December 2009FairFairFairFair39862.4
December 2007FairFairFairFair39962.4
December 2005FairFairFairFair38162.6
December 2003FairFairFairSatisfactory15869.2
December 2001FairFairFairSatisfactory15869.2
December 1999FairFairFairSatisfactory15869.2
December 1997FairFairFairSatisfactory15867.1
December 1995FairFairFairSatisfactory28557.1
December 1993FairFairFairSatisfactory28557.9
December 1991FairFairFairSatisfactory28557.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.880655202050
Prestressed Concrete Top Flangesq. ft.2,66802,2963720
Reinforced Concrete Pier Walllinear ft.2402040
Reinforced Concrete Abutmentlinear ft.1267131240
Reinforced Concrete Pile Cap/Footinglinear ft.6306210
Pourable Jointlinear ft.2400024
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.220022000