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FAU 5395 over S. CHICKAMAUGA CREEK

Map

Coordinates:
+35.08732, -85.26077
35°05'14" N, 85°15'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5395 over S. CHICKAMAUGA CREEK
Structure number:33FA0940003
Location:0.86 MI. W OF SR-319 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:539.1 ft. [164.3 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,840 [as of 2018]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,540,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory3784077.0
June 2015FairFairSatisfactorySatisfactory3784076.0
June 2013FairFairSatisfactorySatisfactory3784076.0
June 2011FairFairSatisfactorySatisfactory3784077.0
June 2009FairFairSatisfactorySatisfactory3784078.0
July 2007FairFairSatisfactorySatisfactory3784078.0
July 2005FairFairSatisfactorySatisfactory3985078.0
July 2003FairFairSatisfactorySatisfactory3985078.0
February 2001FairFairSatisfactorySatisfactory3791078.0
January 1999FairFairSatisfactorySatisfactory3793078.0
June 1997FairFairSatisfactorySatisfactory3693078.0
January 1996FairFairSatisfactorySatisfactory3567078.0
December 1992FairFairSatisfactorySatisfactory3882078.0
May 1991FairFairSatisfactoryGood3991078.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0402,040000
Reinforced Concrete Girder/Beamlinear ft.2,1202,120000
Deck
Reinforced Concrete Decksq. ft.17,32517,325000
Reinforced Concrete Top Flangesq. ft.16,69516,695000
Substructure
Reinforced Concrete Columneach2121000
Reinforced Concrete Pier Walllinear ft.102102000
Reinforced Concrete Abutmentlinear ft.220220000
Reinforced Concrete Pier Caplinear ft.421421000
Joints
Strip Seal Jointlinear ft.191191000
Pourable Jointlinear ft.487487000
Bearings
Movable Bearingeach6464000
Fixed Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0781,078000