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FAU 1 over TURKEY CREEK

Map 

Coordinates:
+35.88389, -84.15417
35°53'02" N, 84°09'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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