US-150 over QUIRKS RUN


+37.65222, -84.88472
37°39'08" N, 84°53'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-150 over QUIRKS RUN
Structure number:011B00015N
Old structure number:011*0150*B0015 (from 1992 edition)
Location:.7 MI W OF JCT KY 1822
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,855 [as of 2013]
Truck traffic:13% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:91.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory585591.8
October 2014FairSatisfactorySatisfactorySatisfactory585591.8
October 2012FairSatisfactorySatisfactorySatisfactory574091.9
October 2010FairSatisfactorySatisfactorySatisfactory560092.0
October 2008FairSatisfactorySatisfactorySatisfactory562092.0
October 2006FairSatisfactorySatisfactorySatisfactory505092.5
October 2004FairSatisfactorySatisfactorySatisfactory691290.8
October 2002FairSatisfactorySatisfactorySatisfactory501592.5
October 2000FairSatisfactorySatisfactorySatisfactory501590.5
October 1998GoodGoodGoodGood501590.5
October 1996GoodGoodVery GoodGood501590.5
October 1994GoodGoodVery GoodGood370391.7
October 1992GoodGoodVery GoodGood370391.7
October 1990GoodGoodVery GoodGood370391.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.2662561000
Reinforced Concrete Top Flangesq. ft.1,7361,7191700
Wearing Surfacessq. ft.1,6791,00867100
Reinforced Concrete Abutmentlinear ft.1861731210
Bridge Rail
Other Material Bridge Raillinear ft.7676000