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FAU 3614 over CHATTANOOGA CREEK

Map

Coordinates:
+34.99444, -85.30278
34°59'40" N, 85°18'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 3614 over CHATTANOOGA CREEK
Structure number:33M36140001
Location:1 MI.EAST OF LOOKOUT MTN.
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,450 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:63.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$451,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201563.3FairSatisfactorySatisfactoryFair-4450
May 201363.3FairSatisfactorySatisfactoryFair-4450
May 201163.3FairSatisfactorySatisfactoryFair-4450
June 200958.6FairSatisfactorySatisfactoryFair-4450
June 200758.6FairSatisfactorySatisfactoryFair-4450
May 200558.8FairSatisfactorySatisfactoryFair-4260
June 200358.8FairSatisfactorySatisfactoryFair-4260
April 200169.9FairSatisfactorySatisfactorySatisfactory-4920
May 199958.4FairSatisfactorySatisfactoryFair-4880
August 199755.4FairSatisfactorySatisfactoryFairFO6100
April 199562.0FairSatisfactorySatisfactoryFairFO6010
May 199361.2FairSatisfactorySatisfactoryFairFO7300
May 199173.0FairSatisfactorySatisfactorySatisfactoryFO6020