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KY-189 over JARREL CREEK

Map

Coordinates:
+37.14611, -87.26194
37°08'46" N, 87°15'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-189 over JARREL CREEK
Structure number:089B00037N
Old structure number:089*0189*B0037 (from 1992 edition)
Location:.3 MI N OF JCT KY 1473
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1934
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:5
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: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:880 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
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:48.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorSatisfactorySatisfactoryPoor88048.9
September 2015PoorSatisfactoryGoodPoor88048.9
July 2014FairSatisfactoryGoodFair90265.9
July 2012FairSatisfactoryGoodFair90465.9
August 2010FairSatisfactoryGoodFair93765.8
September 2008FairSatisfactoryGoodFair92268.8
August 2006FairSatisfactoryGoodFair102068.8
July 2004FairSatisfactoryGoodFair96468.8
July 2000FairSatisfactoryGoodFair148368.7
July 1998FairSatisfactoryGoodFair148368.7
July 1996FairSatisfactoryGoodFair133068.7
July 1994FairSatisfactoryGoodFair84468.8
July 1992FairSatisfactoryGoodFair84468.8
July 1990FairVery GoodGoodSatisfactory84479.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.825819600
Deck
Reinforced Concrete Top Flangesq. ft.4,5514,35120000
Wearing Surfacessq. ft.3,9813,1817001000
Substructure
Reinforced Concrete Abutmentlinear ft.64481600
Reinforced Concrete Pileeach30191010
Reinforced Concrete Pier Caplinear ft.1040207014
Joints
Pourable Jointlinear ft.960303036
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.33028030200