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DODSON DRIVE over SOUTH UTOY CREEK

Map

Coordinates:
+33.70806, -84.47453
33°42'29" N, 84°28'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DODSON DRIVE over SOUTH UTOY CREEK
Structure number:000000012103190
Location:IN S.W. ATLANTA
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:890 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:63.4 tons [57.6 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:67.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$234,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201767.8FairGoodGoodFair-890
February 201567.8FairSatisfactoryGoodFair-890
February 201367.8FairSatisfactoryGoodFair-890
February 201165.8FairSatisfactoryGoodFairFO1100
January 200965.8FairSatisfactoryGoodFairFO1100
January 200765.8FairSatisfactoryGoodFairFO1040
January 200576.8FairSatisfactoryGoodSatisfactoryFO1140
January 200376.7FairSatisfactoryGoodSatisfactoryFO1600
December 200061.9FairSatisfactoryGoodSatisfactoryFO11370
June 199861.9FairSatisfactoryGoodSatisfactoryFO11370
January 199561.9FairSatisfactoryGoodSatisfactoryFO10460
February 199362.1FairSatisfactoryGoodSatisfactoryFO9870
March 199159.1FairSatisfactoryGoodSatisfactoryFO9250