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FAP 33 over FIRST CREEK

Map 

Coordinates:
+36.00333, -83.92639
36°00'12" N, 83°55'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 33 over FIRST CREEK
Structure number:47SR0330019
Location:3 M SE OF KNOXVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.2 ft. [8.3 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1936
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:21,800 [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:Fair [5 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: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]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:52.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$362,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201652.0FairSatisfactorySatisfactoryFairFO21800
January 201452.0FairSatisfactorySatisfactoryFairFO21440
January 201252.0FairSatisfactorySatisfactoryFairFO20100
February 201050.6FairSatisfactorySatisfactoryFairFO25070
February 200850.6FairSatisfactorySatisfactoryFairFO25500
February 200650.6FairSatisfactorySatisfactoryFairFO24240
February 200450.6FairSatisfactorySatisfactoryFairFO26220
November 200150.6FairSatisfactorySatisfactoryFairFO28520
November 199949.6FairSatisfactorySatisfactoryFairFO26430
February 199849.6FairSatisfactorySatisfactoryFairFO25560
October 199549.6FairSatisfactorySatisfactoryFairFO24060
October 199349.6FairSatisfactorySatisfactoryFairFO25110
December 199149.6FairSatisfactorySatisfactoryFairFO26260
January 199051.0FairSatisfactorySatisfactoryFairFO26260