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FUQUA LN over HARRIS CREEK

Map

Coordinates:
+38.75917, -84.35194
38°45'33" N, 84°21'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FUQUA LN over HARRIS CREEK
Structure number:096C00004N
Location:.2 MI S OF JCT CR 5008
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:14 [as of 2006]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:59.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$168,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory1459.2
August 2017FairSatisfactorySatisfactorySatisfactory1459.2
August 2016FairSatisfactorySatisfactorySatisfactory1459.2
August 2015FairSatisfactorySatisfactorySatisfactory1450.6
August 2014FairSatisfactorySatisfactorySatisfactory1450.6
August 2013FairSatisfactorySatisfactorySatisfactory1450.6
August 2012FairSatisfactorySatisfactorySatisfactory1450.6
August 2011FairSatisfactorySatisfactoryGood1450.6
August 2010FairSatisfactorySatisfactoryGood1450.6
November 2009FairSatisfactorySatisfactoryGood1450.6
September 2008FairSatisfactorySatisfactoryGood1450.6
February 2008PoorSatisfactorySatisfactoryPoor1428.5
August 2005FairSatisfactorySatisfactoryGood1050.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5390514250
Deck
Reinforced Concrete Decksq. ft.1,1381,01312500
Wearing Surfacessq. ft.1,0421,042000
Substructure
Reinforced Concrete Pier Walllinear ft.45153000
Reinforced Concrete Abutmentlinear ft.52262600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1540595045
Steel Protective Coatingsq. ft.77000630140