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FAU 17 over CHICKAMAUGA CREEK

Map 

Coordinates:
+35.08000, -85.21889
35°04'48" N, 85°13'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 17 over CHICKAMAUGA CREEK
Structure number:33SR0580013
Location:0.72 MI. W OF SR-153 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:162.1 ft. [49.4 m]
Total length:420.0 ft. [128.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:18,470 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:57.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,125,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201657.5FairGoodFairSatisfactory-18470
November 201457.5FairSatisfactoryFairSatisfactory-17350
April 201370.5FairSatisfactorySatisfactorySatisfactory-17180
April 201170.5FairSatisfactorySatisfactoryGood-16690
March 200958.5FairFairFairSatisfactory-17420
December 200659.5FairFairFairSatisfactory-18390
May 200559.5FairFairFairSatisfactory-18870
April 200359.5FairFairFairSatisfactory-20640
January 200159.5FairFairFairSatisfactory-19700
January 199959.5FairFairFairSatisfactory-19030
March 199770.5FairFairSatisfactorySatisfactory-17560
June 199557.5FairSatisfactorySatisfactorySatisfactory-16270
May 199357.5FairSatisfactorySatisfactorySatisfactory-16090
April 199164.0FairFairFairSatisfactory-15800