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KY-3110 over SAND LICK CREEK

Map

Coordinates:
+38.36222, -83.61556
38°21'44" N, 83°36'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-3110 over SAND LICK CREEK
Structure number:035B00073N
Old structure number:035*5101*B0073 (from 1992 edition)
Location:.10 MI EAST OF JCT KY 32
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:62.0 ft. [18.9 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Vertical clearance above deck:11.8 ft. [3.6 m]
Owner:State Highway Agency [01]
Year built:1880
Year reconstructed:1968
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:175 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:23.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory17523.3
June 2017FairSatisfactorySatisfactorySatisfactory17523.3
June 2016FairSatisfactorySatisfactorySatisfactory13023.6
June 2015FairSatisfactorySatisfactorySatisfactory13023.6
June 2014FairSatisfactorySatisfactorySatisfactory13023.6
June 2013FairFairFairSatisfactory20318.6
June 2012FairFairFairSatisfactory2199.1
June 2011FairSatisfactorySatisfactorySatisfactory24346.5
June 2010FairSatisfactorySatisfactorySatisfactory21423.5
June 2009FairSatisfactorySatisfactorySatisfactory13226.3
June 2008FairSatisfactorySatisfactorySatisfactory14024.1
January 2008FairSatisfactorySatisfactorySatisfactory14026.2
June 2004PoorFairPoorPoor2468.2
August 2001PoorSatisfactoryPoorFair7518.9
September 2000FairSatisfactoryFairSatisfactory7518.9
August 1999FairSatisfactoryFairSatisfactory7518.9
December 1998PoorSatisfactoryPoorFair7510.6
August 1996PoorSatisfactoryFairPoor7510.6
August 1995FairSatisfactoryFairFair7510.8
July 1994FairSatisfactoryFairSatisfactory7510.8
June 1993GoodGoodGoodGood7522.4
July 1992GoodGoodGoodGood7522.4
July 1991GoodGoodGoodGood7522.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.1,1401,0874580
Timber Trusslinear ft.129012360
Timber Floor Beamlinear ft.575057500
Substructure
Steel Columneach60510
Steel Protective Coatingsq. ft.11232302525
Timber Columneach60600
Reinforced Concrete Pier Walllinear ft.1610600
Masonry Abutmentlinear ft.46232300
Reinforced Concrete Pile Cap/Footinglinear ft.4444000
Steel Pier Caplinear ft.5505500
Steel Protective Coatingsq. ft.15212715100
Timber Pier Caplinear ft.4545000
Deck
Timber Decksq. ft.75352822500
Wearing Surfacessq. ft.50340110020