+36.81833, -85.44833
36°49'06" N, 85°26'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-90 over DUTCH CREEK
Structure number:029B00020N
Old structure number:029*0090*B0020 (from 1992 edition)
Location:.35 MI EAST OF JCT KY 100
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1942
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: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: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,989 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:51.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$494,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory298951.9
March 2016FairFairFairSatisfactory263655.7
March 2014FairFairFairSatisfactory263655.7
March 2012FairFairFairGood324052.9
March 2010FairFairFairGood320053.1
March 2008FairFairFairGood324052.9
March 2006FairFairFairGood337152.6
March 2004FairSatisfactoryFairGood324754.0
March 2002FairSatisfactorySatisfactoryGood324765.4
March 2000FairSatisfactorySatisfactoryGood324765.4
March 1998FairSatisfactorySatisfactoryGood324762.4
March 1996GoodGoodGoodGood324762.4
March 1994GoodGoodGoodGood218566.3
March 1992GoodGoodGoodGood218566.3
March 1990GoodGoodGoodGood218566.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.56050036240
Reinforced Concrete Top Flangesq. ft.3,9372,4731,400640
Wearing Surfacessq. ft.3,6432,4451,158400
Reinforced Concrete Columneach62310
Reinforced Concrete Abutmentlinear ft.64471430
Reinforced Concrete Pier Caplinear ft.845220120
Pourable Jointlinear ft.63025326
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2802314450