+35.92472, -85.48000
35°55'29" N, 85°28'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 1 over TOWN CREEK
Structure number:93SR0010003
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:33.1 ft. [10.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1923
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,970 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:44.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,178,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201644.9FairSatisfactoryFairSatisfactoryFO5970
January 201444.9FairSatisfactoryFairSatisfactoryFO5520
January 201244.9FairSatisfactoryFairSatisfactoryFO5790
January 201044.9FairSatisfactoryFairSatisfactoryFO6890
January 200844.9FairSatisfactoryFairSatisfactoryFO6230
January 200647.5FairSatisfactoryFairFairFO6360
January 200447.5FairSatisfactoryFairFairFO6690
January 200247.5FairSatisfactoryFairFairFO6660
January 200047.5FairSatisfactoryFairFairFO7670
January 199847.5FairSatisfactoryFairFairFO7190
November 199558.2FairGoodSatisfactorySatisfactoryFO7200
September 199358.2FairGoodSatisfactorySatisfactoryFO8880
October 199165.7FairGoodSatisfactorySatisfactoryFO6830