Share:

US-27 over S FK LICKING RIVER

Map

Coordinates:
+38.67949, -84.34539
38°40'46" N, 84°20'43" 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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
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]
Operating rating:63.6 tons [57.8 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201663.0FairSatisfactorySatisfactorySatisfactoryFO8472
May 201463.0FairSatisfactorySatisfactorySatisfactoryFO11195
February 201463.0FairSatisfactorySatisfactorySatisfactoryFO11128
February 201263.0FairSatisfactorySatisfactorySatisfactoryFO10700
January 201139.0PoorSatisfactorySatisfactoryPoorSD9870
March 201038.0PoorFairFairPoorSD9640
April 200833.1PoorFairFairPoorSD9620
March 200649.1FairFairGoodFairFO8206
April 200448.9FairFairGoodFairFO8818
January 200256.8FairFairGoodSatisfactoryFO8818
February 200056.8FairFairGoodSatisfactoryFO8818
June 199856.8FairFairGoodSatisfactoryFO8818
March 199657.8FairSatisfactoryVery GoodSatisfactoryFO8818
April 199451.8FairGoodVery GoodSatisfactoryFO4781
January 199251.8FairGoodVery GoodSatisfactoryFO4781
May 199051.8FairGoodVery GoodSatisfactoryFO4781