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KY-639 over BRANCH OF HOWARDS CREEK

Map

Coordinates:
+36.70500, -85.18306
36°42'18" N, 85°10'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-639 over BRANCH OF HOWARDS CREEK
Structure number:027B00033N
Old structure number:027*0639*B0033 (from 1992 edition)
Location:0.8 MI SOUTH KY 1590
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:495 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present minimum criteria [6]
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:85.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodGoodGood49585.8
December 2015GoodGoodGoodGood49585.8
December 2013GoodGoodGoodGood67585.8
December 2011GoodGoodGoodGood63585.8
December 2009GoodGoodGoodVery Good62485.8
December 2007GoodGoodGoodVery Good71185.8
December 2005GoodVery GoodVery GoodVery Good71485.8
December 2003GoodVery GoodVery GoodVery Good31485.9
December 2001GoodVery GoodVery GoodVery Good31485.9
December 1999GoodVery GoodVery GoodVery Good31485.9
December 1997GoodVery GoodVery GoodVery Good31481.9
December 1995GoodVery GoodVery GoodVery Good30080.6
December 1993GoodVery GoodVery GoodVery Good30080.6
December 1991GoodVery GoodVery GoodVery Good30080.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.144144000
Deck
Prestressed Concrete Top Flangesq. ft.5825532900
Substructure
Reinforced Concrete Abutmentlinear ft.7870800
Reinforced Concrete Pile Cap/Footinglinear ft.7878000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4848000
Steel Protective Coatingsq. ft.11000