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US-27 over S FK LICKING RIVER

Map

Coordinates:
+38.67972, -84.34583
38°40'47" N, 84°20'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-27 over S FK LICKING RIVER
Structure number:096B00002N
Old structure number:096*0027*B0002 (from 1992 edition)
Location:.10 MI SOU. OF JCT KY 330
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:444.9 ft. [135.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1939
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,472 [as of 2014]
Truck traffic:14% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,746,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory847263.0
March 2016FairSatisfactorySatisfactorySatisfactory847263.0
May 2014FairSatisfactorySatisfactorySatisfactory1119563.0
February 2014FairSatisfactorySatisfactorySatisfactory1112863.0
February 2012FairSatisfactorySatisfactorySatisfactory1070063.0
January 2011PoorSatisfactorySatisfactoryPoor987039.0
March 2010PoorFairFairPoor964038.0
April 2008PoorFairFairPoor962033.1
March 2006FairFairGoodFair820649.1
April 2004FairFairGoodFair881848.9
January 2002FairFairGoodSatisfactory881856.8
February 2000FairFairGoodSatisfactory881856.8
June 1998FairFairGoodSatisfactory881856.8
March 1996FairSatisfactoryVery GoodSatisfactory881857.8
April 1994FairGoodVery GoodSatisfactory478151.8
January 1992FairGoodVery GoodSatisfactory478151.8
May 1990FairGoodVery GoodSatisfactory478151.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6691,9185502010
Steel Protective Coatingsq. ft.14,67813,1761,1004020
Deck
Reinforced Concrete Decksq. ft.13,78913,7760130
Wearing Surfacessq. ft.10,68010,680000
Substructure
Reinforced Concrete Columneach129210
Reinforced Concrete Abutmentlinear ft.85493060
Reinforced Concrete Pier Caplinear ft.1981791540
Joints
Pourable Jointlinear ft.1570390118
Compression Jointlinear ft.2900290
Bearings
Movable Bearingeach30018120
Steel Protective Coatingsq. ft.60030300
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.1601600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.890670200200