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FAU 3615 over CHATTANOOGA CREEK

Map 

Coordinates:
+34.98500, -85.31028
34°59'06" N, 85°18'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201563.1Functionally obsoleteSatisfactoryFairFair5220
May 201363.1Functionally obsoleteSatisfactoryFairFair5220
May 201163.1Functionally obsoleteSatisfactoryFairFair5220
June 200966.2Functionally obsoleteSatisfactoryFairFair5220
June 200766.2Functionally obsoleteSatisfactoryFairFair5220
May 200576.2Not deficientSatisfactoryFairFair2170
June 200376.2Not deficientSatisfactoryFairFair2170
April 200165.1Functionally obsoleteSatisfactoryFairFair6060
June 199965.1Functionally obsoleteSatisfactoryFairFair6020
August 199764.7Functionally obsoleteSatisfactoryFairFair8600
April 199557.2Functionally obsoleteSatisfactoryFairFair9340
May 199357.6Functionally obsoleteSatisfactoryFairFair6540
June 199144.2Structurally deficientSatisfactorySatisfactoryPoor6150