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4TH STREET over CLARK'S RUN

Boyle County, Kentucky

Map

Coordinates:
+37.63611, -84.77444
37°38'10" N, 84°46'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH STREET over CLARK'S RUN
Structure number:011B00047N
Old structure number:011*0127*B0047 (from 1992 edition)
Location:1.3 MI. NOR.JCT.US 127 BP
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.6 ft. [19.7 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1983
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:Stringer/Multi-beam or girder [02]
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:8,174 [as of 2016]
Truck traffic:5% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:75.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$341,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodGoodSatisfactory817475.5
October 2016FairGoodGoodSatisfactory797775.6
October 2014FairGoodGoodSatisfactory797775.6
October 2012GoodGoodGoodGood777076.6
October 2010FairSatisfactorySatisfactorySatisfactory879076.3
October 2008FairSatisfactorySatisfactorySatisfactory872076.3
October 2006FairSatisfactorySatisfactorySatisfactory865076.4
October 2004FairSatisfactorySatisfactorySatisfactory877576.3
October 2002FairSatisfactorySatisfactorySatisfactory2109072.5
October 2000GoodGoodGoodVery Good2109072.5
October 1998GoodGoodVery GoodVery Good2109072.5
October 1996GoodGoodVery GoodVery Good2109072.5
October 1994GoodVery GoodVery GoodVery Good1160075.6
October 1992GoodVery GoodVery GoodVery Good1160075.6
October 1990GoodVery GoodVery GoodVery Good1160076.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.350349100
Deck
Reinforced Concrete Decksq. ft.2,7122,6882400
Substructure
Reinforced Concrete Abutmentlinear ft.2211952150
Reinforced Concrete Pile Cap/Footinglinear ft.148144400
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140139010