Share:

FAP 33 over FIRST CREEK

Map

Coordinates:
+36.00333, -83.92639
36°00'12" N, 83°55'35" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6295982290
Deck
Reinforced Concrete Decksq. ft.3,7643,60015860
Wearing Surfacessq. ft.3,0492,89715200
Substructure
Reinforced Concrete Pier Walllinear ft.661833150
Reinforced Concrete Abutmentlinear ft.1321191300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114971160