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KY-1350 over LEFT FORK ISLAND CREEK

Map

Coordinates:
+37.36639, -83.76833
37°21'59" N, 83°46'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1350 over LEFT FORK ISLAND CREEK
Structure number:095B00029N
Old structure number:095*1350*B0029 (from 1992 edition)
Location:.05 MI S OF JCT KY 1503
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.2 ft. [9.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:261 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 corrrective action [3]
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:55.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$82,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodSatisfactoryFair26155.3
March 2016FairGoodSatisfactoryFair31556.3
March 2014FairGoodFairFair35856.2
March 2012FairGoodFairFair34656.2
March 2010PoorFairPoorFair39441.4
March 2008FairSatisfactorySatisfactorySatisfactory37474.2
March 2006FairSatisfactorySatisfactorySatisfactory39074.2
May 2004FairSatisfactorySatisfactorySatisfactory36774.0
March 2000FairSatisfactoryGoodSatisfactory36774.0
April 1998FairSatisfactoryGoodSatisfactory36774.0
April 1996FairGoodGoodSatisfactory52273.7
April 1994FairSatisfactorySatisfactoryGood40471.7
March 1992FairSatisfactoryGoodGood40472.7
March 1990GoodGoodVery GoodGood40472.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2242054015
Deck
Prestressed Concrete Top Flangesq. ft.654654000
Wearing Surfacessq. ft.617617000
Substructure
Masonry Abutmentlinear ft.7664480
Reinforced Concrete Pier Caplinear ft.2323000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6464000
Steel Protective Coatingsq. ft.320320000