+37.48639, -83.60944
37°29'11" N, 83°36'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-708 over MOORES FORK
Structure number:095B00032N
Old structure number:095*0708*B0032 (from 1992 edition)
Location:.1 MI NE OF JCT KY 1717
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1976
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 Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:420 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:61.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$123,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodGoodFair42061.6
March 2016FairSatisfactoryGoodFair38661.7
March 2014PoorSatisfactoryGoodPoor38648.2
March 2012PoorSatisfactoryGoodPoor55847.3
March 2010PoorSatisfactoryGoodPoor51547.5
March 2008FairSatisfactoryGoodFair47261.4
March 2006PoorSatisfactoryGoodPoor59347.2
April 2004FairGoodGoodFair38161.7
March 2000FairGoodGoodFair38161.7
April 1998FairGoodGoodFair38161.7
April 1996FairGoodGoodFair67460.8
April 1994FairGoodGoodFair23462.2
March 1992FairSatisfactoryGoodFair23462.2
March 1990FairSatisfactoryGoodSatisfactory23473.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1621521000
Prestressed Concrete Top Flangesq. ft.5865563000
Masonry Abutmentlinear ft.82025552