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KY-1985 over TATES CREEK

Map

Coordinates:
+37.79639, -84.39917
37°47'47" N, 84°23'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1985 over TATES CREEK
Structure number:076B00070N
Old structure number:076*1985*B0070 (from 1992 edition)
Location:50' W OF JCT KY 169
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:68.6 ft. [20.9 m]
Total length:71.5 ft. [21.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:385 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryFair38564.8
April 2016FairSatisfactorySatisfactoryFair38562.0
April 2014FairSatisfactorySatisfactoryFair38164.1
April 2012FairGoodSatisfactoryFair43462.4
June 2010FairGoodSatisfactoryFair43562.4
March 2010FairGoodSatisfactoryFair42062.6
March 2008FairGoodSatisfactoryFair38764.0
April 2004FairSatisfactorySatisfactorySatisfactory47973.8
April 2000FairGoodGoodSatisfactory35874.9
April 1998GoodGoodGoodGood35874.9
April 1996FairSatisfactoryGoodGood47172.5
April 1994FairSatisfactoryGoodGood33479.1
April 1992FairSatisfactoryGoodGood33479.1
April 1990FairSatisfactoryGoodGood33479.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2862761000
Steel Protective Coatingsq. ft.2,8600002,860
Deck
Reinforced Concrete Decksq. ft.2,0472,047000
Wearing Surfacessq. ft.1,7881,7711700
Substructure
Reinforced Concrete Abutmentlinear ft.120931980
Reinforced Concrete Pile Cap/Footinglinear ft.4844400
Joints
Compression Jointlinear ft.5000050
Bearings
Movable Bearingeach84040
Steel Protective Coatingsq. ft.84004
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.148141700