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KY-702 over LITTLE SANDY RIVER

Elliott County, Kentucky

Map

Coordinates:
+38.05944, -83.18222
38°03'34" N, 83°10'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-702 over LITTLE SANDY RIVER
Structure number:032B00025N
Old structure number:032*0702*B0025 (from 1992 edition)
Location:.20 MI SOU. OF JCT KY 7
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.8 ft. [10.6 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1972
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:221 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:68.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$98,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair22168.4
July 2015FairFairFairFair20669.7
July 2013FairFairFairFair20666.2
July 2011FairFairFairFair26666.1
July 2009FairFairFairFair29866.1
August 2007FairFairFairSatisfactory26366.1
August 2005FairFairFairSatisfactory30366.1
July 2003FairFairFairSatisfactory33565.9
October 1999FairSatisfactorySatisfactorySatisfactory33578.0
October 1997FairSatisfactorySatisfactorySatisfactory33578.0
August 1995FairSatisfactoryGoodSatisfactory55077.8
August 1993FairGoodGoodSatisfactory55077.6
August 1991GoodGoodGoodGood55077.6

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.266257261
Deck
Prestressed Concrete Top Flangesq. ft.79871520630
Substructure
Reinforced Concrete Abutmentlinear ft.6861250
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7674020
Steel Protective Coatingsq. ft.380380000