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FAP 6 over DRY CREEK

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.456456000
Deck
Reinforced Concrete Decksq. ft.4,3324,332000
Wearing Surfacessq. ft.4,0944,094000
Superstructure
Reinforced Concrete Archlinear ft.5959000
Substructure
Reinforced Concrete Pier Walllinear ft.7568700
Reinforced Concrete Abutmentlinear ft.151144610
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114114000