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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
January 201652.0Functionally obsoleteSatisfactorySatisfactoryFair21800
January 201452.0Functionally obsoleteSatisfactorySatisfactoryFair21440
January 201252.0Functionally obsoleteSatisfactorySatisfactoryFair20100
February 201050.6Functionally obsoleteSatisfactorySatisfactoryFair25070
February 200850.6Functionally obsoleteSatisfactorySatisfactoryFair25500
February 200650.6Functionally obsoleteSatisfactorySatisfactoryFair24240
February 200450.6Functionally obsoleteSatisfactorySatisfactoryFair26220
November 200150.6Functionally obsoleteSatisfactorySatisfactoryFair28520
November 199949.6Functionally obsoleteSatisfactorySatisfactoryFair26430
February 199849.6Functionally obsoleteSatisfactorySatisfactoryFair25560
October 199549.6Functionally obsoleteSatisfactorySatisfactoryFair24060
October 199349.6Functionally obsoleteSatisfactorySatisfactoryFair25110
December 199149.6Functionally obsoleteSatisfactorySatisfactoryFair26260
January 199051.0Functionally obsoleteSatisfactorySatisfactoryFair26260