+36.28333, -86.70667
36°16'60" N, 86°42'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 6 over DRY CREEK
Structure number:19SR0060023
Location:1.5 M NE SR45&SR6
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:26.9 ft. [8.2 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,670 [as of 2015]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:73.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood2267073.4
March 2015GoodGoodGoodGood2129073.4
March 2013FairSatisfactorySatisfactorySatisfactory2449073.4
March 2011FairSatisfactorySatisfactorySatisfactory2405073.4
March 2009FairSatisfactorySatisfactorySatisfactory2417073.4
March 2007FairSatisfactorySatisfactorySatisfactory3015074.4
March 2005FairSatisfactorySatisfactorySatisfactory3084074.4
February 2003FairSatisfactorySatisfactorySatisfactory3027074.4
January 2001FairSatisfactorySatisfactorySatisfactory3128077.4
January 1999FairSatisfactorySatisfactorySatisfactory3006077.4
July 1997FairSatisfactorySatisfactorySatisfactory3249077.4
September 1994FairSatisfactorySatisfactorySatisfactory3694077.4
February 1993FairSatisfactorySatisfactorySatisfactory2937077.4
April 1991FairSatisfactorySatisfactorySatisfactory3800077.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.456456000
Reinforced Concrete Decksq. ft.4,3324,332000
Wearing Surfacessq. ft.4,0944,094000
Reinforced Concrete Archlinear ft.5959000
Reinforced Concrete Pier Walllinear ft.7568700
Reinforced Concrete Abutmentlinear ft.151144610
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114114000