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FAU 3600 over CHICKAMAUGA CREEK

Map 

Coordinates:
+35.06778, -85.21333
35°04'04" N, 85°12'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3600 over CHICKAMAUGA CREEK
Structure number:33M36000001
Location:NEAR LOVEALL FIELD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:98.1 ft. [29.9 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,010 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:77.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,628,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201577.3GoodGoodGoodGood-3010
June 201365.0FairSatisfactoryFairSatisfactory-3010
June 201168.3FairSatisfactoryFairSatisfactory-3010
June 200969.3FairSatisfactoryFairSatisfactory-3010
June 200769.3FairSatisfactoryFairSatisfactory-3010
May 200569.2FairSatisfactoryFairSatisfactory-3190
July 200369.2FairSatisfactoryFairSatisfactory-3190
May 200170.1FairSatisfactoryFairSatisfactory-3460
June 199980.5FairSatisfactorySatisfactorySatisfactory-3070
July 199788.4FairSatisfactorySatisfactorySatisfactory-2480
April 199588.4GoodGoodGoodGood-2480
June 199388.4GoodGoodGoodGood-2660
May 199188.6GoodVery GoodVery GoodVery Good-2080