+36.65417, -85.10944
36°39'15" N, 85°06'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-127 over SPRING CREEK
Structure number:027B00008N
Old structure number:027*0127*B0008 (from 1992 edition)
Location:.20 MI NOR. OF JCT KY 969
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,154 [as of 2012]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:61.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$280,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryGood415461.0
December 2015FairSatisfactorySatisfactoryGood415461.0
December 2013FairSatisfactorySatisfactoryGood415461.0
December 2011FairSatisfactorySatisfactoryGood413061.0
December 2009FairSatisfactorySatisfactoryGood406061.0
December 2007FairSatisfactorySatisfactoryGood476061.0
December 2005FairVery GoodSatisfactoryGood425761.0
December 2003FairVery GoodSatisfactoryGood597561.0
December 2001FairVery GoodSatisfactoryGood597561.0
December 1999FairVery GoodSatisfactoryGood597561.0
December 1997FairVery GoodSatisfactoryGood597557.0
December 1995FairVery GoodSatisfactoryGood245057.0
December 1993FairSatisfactorySatisfactoryGood285754.0
December 1991FairSatisfactorySatisfactoryGood285754.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Closed Web/Box Girderlinear ft.3603283200
Reinforced Concrete Decksq. ft.2,2391,95228700
Masonry Pier Walllinear ft.2424000
Masonry Abutmentlinear ft.144136800
Reinforced Concrete Pier Caplinear ft.2420400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4040000
Steel Protective Coatingsq. ft.160160000
Reinforced Concrete Bridge Raillinear ft.180018000