US-127 over CLARKS RUN


+37.63611, -84.77500
37°38'10" N, 84°46'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-127 over CLARKS RUN
Structure number:011B00050N
Old structure number:011*0127*B0050 (from 1992 edition)
Location:0.6 MI S. JCT US 150
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,343 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:76.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$230,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodGoodSatisfactory734376.8
October 2016FairGoodGoodSatisfactory756576.7
October 2014FairGoodGoodSatisfactory789776.6
October 2012GoodGoodGoodGood823077.5
October 2010FairSatisfactorySatisfactorySatisfactory713077.9
October 2008FairSatisfactorySatisfactorySatisfactory625078.1
October 2006FairSatisfactorySatisfactorySatisfactory1010077.0
October 2004FairSatisfactorySatisfactorySatisfactory948277.1
October 2002FairGoodSatisfactorySatisfactory2109073.6
October 2000GoodGoodGoodGood2109073.6
October 1998GoodGoodVery GoodVery Good2109073.6
October 1996GoodGoodVery GoodVery Good2109073.6
October 1994GoodGoodVery GoodVery Good1100076.8
October 1992GoodGoodVery GoodVery Good1100076.8
October 1990GoodGoodVery GoodVery Good1100076.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.460459100
Prestressed Concrete Top Flangesq. ft.1,8551,69416100
Reinforced Concrete Abutmentlinear ft.1591411800
Reinforced Concrete Pile Cap/Footinglinear ft.111111000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.92771500