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FAU 5395 over S. CHICKAMAUGA CREEK

Map

Coordinates:
+35.08722, -85.26056
35°05'14" N, 85°15'38" 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:39.7 ft. [12.1 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,840 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,540,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201576.0FairFairSatisfactorySatisfactory-37840
June 201376.0FairFairSatisfactorySatisfactory-37840
June 201177.0FairFairSatisfactorySatisfactory-37840
June 200978.0FairFairSatisfactorySatisfactory-37840
July 200778.0FairFairSatisfactorySatisfactory-37840
July 200578.0FairFairSatisfactorySatisfactory-39850
July 200378.0FairFairSatisfactorySatisfactory-39850
February 200178.0FairFairSatisfactorySatisfactory-37910
January 199978.0FairFairSatisfactorySatisfactory-37930
June 199778.0FairFairSatisfactorySatisfactory-36930
January 199678.0FairFairSatisfactorySatisfactory-35670
December 199278.0FairFairSatisfactorySatisfactory-38820
May 199178.0FairFairSatisfactoryGood-39910