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KY-3056 over LAWRENCE CREEK

Map

Coordinates:
+38.67139, -83.81361
38°40'17" N, 83°48'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-3056 over LAWRENCE CREEK
Structure number:081B00019N
Old structure number:081*0435*B0019 (from 1992 edition)
Location:.1 MI W OF JCT KY 1597
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:696 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
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:85.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair69685.2
November 2015FairFairFairFair69685.2
November 2013FairFairFairFair63685.3
November 2011FairSatisfactoryFairFair64686.3
November 2009FairSatisfactoryFairFair78679.8
December 2007FairSatisfactoryFairFair65286.3
November 2003FairSatisfactoryFairFair63687.3
February 2000FairSatisfactorySatisfactorySatisfactory68799.3
March 1998FairSatisfactorySatisfactorySatisfactory68799.3
December 1995FairSatisfactoryGoodSatisfactory48099.5
November 1993FairSatisfactoryGoodSatisfactory48099.5
November 1991FairGoodGoodSatisfactory48099.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.396383940
Deck
Reinforced Concrete Top Flangesq. ft.2,3741,0201,2001540
Wearing Surfacessq. ft.1,9185641,2001540
Substructure
Reinforced Concrete Columneach32100
Reinforced Concrete Abutmentlinear ft.7261740
Reinforced Concrete Pile Cap/Footinglinear ft.2929000
Reinforced Concrete Pier Caplinear ft.40228100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7267500