Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:17,350 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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. ratingEvaluationDeckSuper.Sub.ADT
November 201457.5Not deficientSatisfactoryFairSatisfactory17350
April 201370.5Not deficientSatisfactorySatisfactorySatisfactory17180
April 201170.5Not deficientSatisfactorySatisfactoryGood16690
March 200958.5Not deficientFairFairSatisfactory17420
December 200659.5Not deficientFairFairSatisfactory18390
May 200559.5Not deficientFairFairSatisfactory18870
April 200359.5Not deficientFairFairSatisfactory20640
January 200159.5Not deficientFairFairSatisfactory19700
January 199959.5Not deficientFairFairSatisfactory19030
March 199770.5Not deficientFairSatisfactorySatisfactory17560
June 199557.5Not deficientSatisfactorySatisfactorySatisfactory16270
May 199357.5Not deficientSatisfactorySatisfactorySatisfactory16090
April 199164.0Not deficientFairFairSatisfactory15800