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KY-587 over STURGEON CREEK

Map

Coordinates:
+37.50056, -83.81000
37°30'02" N, 83°48'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-587 over STURGEON CREEK
Structure number:065B00010N
Old structure number:065*0587*B0010 (from 1992 edition)
Location:3.9 MI S.W. OF JCT KY 399
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.9 ft. [13.7 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1964
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:205 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairSatisfactory20573.5
March 2015FairSatisfactoryFairSatisfactory20873.5
March 2013FairSatisfactoryFairSatisfactory24573.4
December 2011FairSatisfactoryFairSatisfactory25968.9
December 2009FairSatisfactoryFairSatisfactory23273.4
December 2007FairSatisfactoryFairSatisfactory23673.4
October 2005FairGoodFairGood22373.4
December 2003FairSatisfactoryFairGood31068.7
December 2001FairSatisfactoryFairGood31068.6
November 1999FairFairSatisfactoryGood31078.7
December 1997FairFairSatisfactoryGood31078.7
October 1995FairFairSatisfactoryGood25081.3
December 1993FairFairGoodGood25082.7
December 1991GoodGoodVery GoodGood25083.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.57652541100
Deck
Reinforced Concrete Top Flangesq. ft.3,4503,3866400
Wearing Surfacessq. ft.3,1713,1215000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pier Caplinear ft.4639700
Joints
Pourable Jointlinear ft.5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000