Share:

Ky 2168 over Spears Creek

Map

Coordinates:
+37.67472, -84.75750
37°40'29" N, 84°45'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Ky 2168 over Spears Creek
Structure number:011B00061N
Location:0.4 MI E JCT KY 33
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:134.8 ft. [41.1 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,828 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood582896.0
October 2016GoodGoodExcellentGood511996.3
October 2014GoodExcellentExcellentVery Good275798.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6201,618200
Deck
Reinforced Concrete Decksq. ft.10,68610,58310300
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.214209500
Reinforced Concrete Pier Caplinear ft.7373000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.274269500
Other Material Bridge Raillinear ft.5485371100