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FAU 3615 over CHATTANOOGA CREEK

Map

Coordinates:
+34.98500, -85.31028
34°59'06" N, 85°18'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3615 over CHATTANOOGA CREEK
Structure number:33M36150001
Location:0.1 MI OF GA TN ST LI
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:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:5,220 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:63.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$700,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201563.1FairSatisfactoryFairFairFO5220
May 201363.1FairSatisfactoryFairFairFO5220
May 201163.1FairSatisfactoryFairFairFO5220
June 200966.2FairSatisfactoryFairFairFO5220
June 200766.2FairSatisfactoryFairFairFO5220
May 200576.2FairSatisfactoryFairFair-2170
June 200376.2FairSatisfactoryFairFair-2170
April 200165.1FairSatisfactoryFairFairFO6060
June 199965.1FairSatisfactoryFairFairFO6020
August 199764.7FairSatisfactoryFairFairFO8600
April 199557.2FairSatisfactoryFairFairFO9340
May 199357.6FairSatisfactoryFairFairFO6540
June 199144.2PoorSatisfactorySatisfactoryPoorSD6150