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FAU 5395 over S. CHICKAMAUGA CREEK

Map 

Coordinates:
+35.08722, -85.26056
35°05'14" N, 85°15'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201576.0Not deficientFairSatisfactorySatisfactory37840
June 201376.0Not deficientFairSatisfactorySatisfactory37840
June 201177.0Not deficientFairSatisfactorySatisfactory37840
June 200978.0Not deficientFairSatisfactorySatisfactory37840
July 200778.0Not deficientFairSatisfactorySatisfactory37840
July 200578.0Not deficientFairSatisfactorySatisfactory39850
July 200378.0Not deficientFairSatisfactorySatisfactory39850
February 200178.0Not deficientFairSatisfactorySatisfactory37910
January 199978.0Not deficientFairSatisfactorySatisfactory37930
June 199778.0Not deficientFairSatisfactorySatisfactory36930
January 199678.0Not deficientFairSatisfactorySatisfactory35670
December 199278.0Not deficientFairSatisfactorySatisfactory38820
May 199178.0Not deficientFairSatisfactoryGood39910