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FAP 33 over FIRST CREEK

Map

Coordinates:
+36.00444, -83.92667
36°00'16" N, 83°55'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

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: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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201663.0FairSatisfactorySatisfactorySatisfactoryFO21800
January 201463.0FairSatisfactorySatisfactorySatisfactoryFO21440
January 201263.0FairSatisfactorySatisfactorySatisfactoryFO20100
February 201061.6FairSatisfactorySatisfactorySatisfactoryFO25070
February 200861.6FairSatisfactorySatisfactorySatisfactoryFO25500
February 200661.6FairSatisfactorySatisfactorySatisfactoryFO24240
February 200461.6FairSatisfactorySatisfactorySatisfactoryFO26220
November 200161.6FairSatisfactorySatisfactorySatisfactoryFO28520
November 199960.6FairSatisfactorySatisfactorySatisfactoryFO26430
February 199860.6FairSatisfactorySatisfactorySatisfactoryFO25560
October 199560.6FairSatisfactorySatisfactorySatisfactoryFO24060
October 199349.6FairSatisfactoryFairSatisfactoryFO25110
December 199149.6FairSatisfactoryFairSatisfactoryFO26260
January 199051.0FairSatisfactoryFairSatisfactoryFO26260

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.62760215100
Deck
Reinforced Concrete Top Flangesq. ft.3,7623,59916300
Wearing Surfacessq. ft.3,0783,078000
Substructure
Reinforced Concrete Pier Walllinear ft.6663300
Reinforced Concrete Abutmentlinear ft.1321141350
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1141031100