+36.64182, -87.19772
36°38'31" N, 87°11'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 238 over SPRING CREEK
Structure number:63S63520005
Location:.1 M S JCT SR13&SR238
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:670 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 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:63.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,283,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairFairGood67063.1
December 2016FairFairFairGood58062.1
December 2014PoorFairFairPoor62047.9
December 2012PoorFairFairPoor53046.0
December 2010FairFairFairFair52062.4
December 2008FairFairFairFair43063.4
December 2006FairFairFairFair47063.4
March 2005FairFairFairFair41064.5
June 2003FairFairFairFair44065.4
June 2001FairFairFairFair49065.4
June 1999FairFairFairFair100064.1
February 1997FairFairFairFair90064.1
February 1995FairFairFairFair90064.1
December 1992FairSatisfactorySatisfactorySatisfactory60082.7
January 1991FairSatisfactorySatisfactorySatisfactory60082.7