+37.14600, -87.26206
37°08'46" N, 87°15'43" W


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 2015

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:Good [7 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]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:48.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201548.9PoorSatisfactoryGoodPoorSD880
July 201465.9FairSatisfactoryGoodFair-902
July 201265.9FairSatisfactoryGoodFair-904
August 201065.8FairSatisfactoryGoodFair-937
September 200868.8FairSatisfactoryGoodFair-922
August 200668.8FairSatisfactoryGoodFair-1020
July 200468.8FairSatisfactoryGoodFair-964
July 200068.7FairSatisfactoryGoodFair-1483
July 199868.7FairSatisfactoryGoodFair-1483
July 199668.7FairSatisfactoryGoodFair-1330
July 199468.8FairSatisfactoryGoodFair-844
July 199268.8FairSatisfactoryGoodFair-844
July 199079.8FairVery GoodGoodSatisfactory-844

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.825821400
Reinforced Concrete Top Flangesq. ft.4,5513,77777400
Wearing Surfacessq. ft.3,9813,2046771000
Reinforced Concrete Abutmentlinear ft.64541000
Reinforced Concrete Pileeach30201000
Reinforced Concrete Pier Caplinear ft.1040306014
Pourable Jointlinear ft.960303036
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.33028530150