+37.41054, -87.50534
37°24'38" N, 87°30'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1069 over BR OF OTTER CREEK
Structure number:054B00198N
Old structure number:054*1069*B0198 (from 1992 edition)
Location:.6 MI SOUTH OF KY 260
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,056 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:77.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201577.0FairVery GoodSatisfactoryGoodFO2056
May 201377.0FairVery GoodSatisfactoryGoodFO2131
May 201177.0FairVery GoodSatisfactoryGoodFO2000
May 200977.1FairVery GoodSatisfactoryGoodFO1960
June 200777.0FairVery GoodSatisfactoryGoodFO2170
May 200577.1FairVery GoodSatisfactoryVery GoodFO1911
May 200379.6FairVery GoodSatisfactoryVery Good-826
May 200179.6FairVery GoodSatisfactoryVery Good-826
May 199979.6GoodVery GoodVery GoodVery Good-826
May 199779.6GoodVery GoodVery GoodVery Good-826
May 199582.6GoodVery GoodVery GoodVery Good-380
May 199382.6GoodVery GoodVery GoodVery Good-380
May 199182.6GoodVery GoodVery GoodVery Good-380

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.2882691540
Prestressed Concrete Top Flangesq. ft.888888000
Wearing Surfacessq. ft.851851000
Reinforced Concrete Abutmentlinear ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7272000
Steel Protective Coatingsq. ft.322032200