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BOYD RD over PHILLPS CREEK

Map

Coordinates:
+38.86083, -84.39417
38°51'39" N, 84°23'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOYD RD over PHILLPS CREEK
Structure number:019C00053N
Location:OLD US 27 @ GRANTS LICK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:154 [as of 2006]
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:70.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactoryFair15470.5
January 2016FairSatisfactorySatisfactoryFair15470.5
January 2014FairSatisfactorySatisfactoryFair15470.5
January 2012FairSatisfactorySatisfactoryFair15470.5
March 2010FairSatisfactorySatisfactoryFair15470.5
April 2008FairSatisfactorySatisfactoryFair15470.5
February 2006FairSatisfactorySatisfactorySatisfactory7096.0

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.514513100
Deck
Prestressed Concrete Top Flangesq. ft.1,5091,509000
Wearing Surfacessq. ft.1,4671,3927500
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.922155151
Reinforced Concrete Pile Cap/Footinglinear ft.40400
Reinforced Concrete Pier Caplinear ft.3203200
Joints
Open Jointlinear ft.3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1471371000
Steel Protective Coatingsq. ft.735735000