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FAU 1 over TURKEY CREEK

Map

Coordinates:
+35.88389, -84.15417
35°53'02" N, 84°09'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 1 over TURKEY CREEK
Structure number:47SR0010005
Location:.1 M E OF SR332
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.5 ft. [8.7 m]
Total length:114.8 ft. [35.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1939
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: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,850 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:58.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$103,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201558.8FairSatisfactorySatisfactorySatisfactoryFO23850
November 201358.8FairSatisfactorySatisfactorySatisfactoryFO22560
December 201157.8FairSatisfactorySatisfactorySatisfactoryFO18220
January 201062.0FairSatisfactorySatisfactorySatisfactoryFO19270
January 200863.0FairSatisfactorySatisfactorySatisfactoryFO19640
January 200665.0FairSatisfactorySatisfactorySatisfactoryFO19530
January 200466.0FairSatisfactorySatisfactorySatisfactoryFO19260
October 200166.0FairSatisfactorySatisfactorySatisfactoryFO16900
November 199966.0FairSatisfactorySatisfactorySatisfactoryFO37500
January 199866.0FairGoodGoodSatisfactoryFO46400
September 199564.5FairSatisfactorySatisfactorySatisfactoryFO37150
October 199364.5FairSatisfactorySatisfactorySatisfactoryFO29800
November 199164.5FairSatisfactorySatisfactorySatisfactoryFO28900
January 199064.5FairSatisfactorySatisfactorySatisfactoryFO28900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4604481200
Reinforced Concrete Girder/Beamlinear ft.9209051050
Deck
Reinforced Concrete Decksq. ft.8,2804,1764,10040
Substructure
Reinforced Concrete Pier Walllinear ft.2161892340
Reinforced Concrete Abutmentlinear ft.1441083600
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.230230000
Reinforced Concrete Bridge Raillinear ft.2302201000