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FAP 33 over FIRST CREEK

Map 

Coordinates:
+36.00444, -83.92667
36°00'16" N, 83°55'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 33 over FIRST CREEK
Structure number:47SR0330021
Location:3.1 M SE OF KNOXVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.2 ft. [8.6 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:15°
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: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: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:66.3 tons [60.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$356,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201663.0Functionally obsoleteSatisfactorySatisfactorySatisfactory21800
January 201463.0Functionally obsoleteSatisfactorySatisfactorySatisfactory21440
January 201263.0Functionally obsoleteSatisfactorySatisfactorySatisfactory20100
February 201061.6Functionally obsoleteSatisfactorySatisfactorySatisfactory25070
February 200861.6Functionally obsoleteSatisfactorySatisfactorySatisfactory25500
February 200661.6Functionally obsoleteSatisfactorySatisfactorySatisfactory24240
February 200461.6Functionally obsoleteSatisfactorySatisfactorySatisfactory26220
November 200161.6Functionally obsoleteSatisfactorySatisfactorySatisfactory28520
November 199960.6Functionally obsoleteSatisfactorySatisfactorySatisfactory26430
February 199860.6Functionally obsoleteSatisfactorySatisfactorySatisfactory25560
October 199560.6Functionally obsoleteSatisfactorySatisfactorySatisfactory24060
October 199349.6Functionally obsoleteSatisfactoryFairSatisfactory25110
December 199149.6Functionally obsoleteSatisfactoryFairSatisfactory26260
January 199051.0Functionally obsoleteSatisfactoryFairSatisfactory26260