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FAP 48 over LOUISE CREEK

Map

Coordinates:
+36.36973, -87.37622
36°22'11" N, 87°22'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 48 over LOUISE CREEK
Structure number:63SR0480003
Location:3.4 MI.N.OF DICKSON CO.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:33.1 ft. [10.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1957
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,820 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:37.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,874,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorSatisfactoryPoorPoor482037.9
November 2016PoorSatisfactoryPoorFair487037.9
November 2014PoorSatisfactoryPoorFair479037.9
November 2012PoorSatisfactoryPoorFair436037.9
November 2010FairSatisfactorySatisfactoryFair421052.0
December 2008FairSatisfactorySatisfactoryFair428052.0
November 2006FairSatisfactorySatisfactorySatisfactory407060.0
February 2005FairSatisfactorySatisfactorySatisfactory434060.0
June 2003FairSatisfactorySatisfactorySatisfactory416060.0
June 2001FairSatisfactorySatisfactorySatisfactory374060.0
June 1999FairSatisfactorySatisfactorySatisfactory340060.0
February 1997FairSatisfactorySatisfactorySatisfactory387060.0
January 1995FairFairFairFair387048.0
December 1992FairSatisfactorySatisfactorySatisfactory325060.0
December 1990FairSatisfactorySatisfactorySatisfactory325060.0