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WEST WESLEY ROAD over NANCY CREEK

Map

Coordinates:
+33.83828, -84.43929
33°50'18" N, 84°26'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST WESLEY ROAD over NANCY CREEK
Structure number:000000012103990
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:6,620 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:89.1 tons [81.0 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:74.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$352,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201774.8FairGoodGoodSatisfactoryFO6620
February 201574.8FairGoodGoodSatisfactoryFO6620
February 201374.8FairSatisfactorySatisfactorySatisfactoryFO6620
February 201175.4FairSatisfactorySatisfactorySatisfactoryFO3280
January 200975.4FairSatisfactorySatisfactorySatisfactoryFO3280
January 200775.4FairSatisfactorySatisfactorySatisfactoryFO3280
January 200561.1FairSatisfactorySatisfactorySatisfactoryFO3900
February 200361.1FairSatisfactorySatisfactorySatisfactoryFO3500
October 200059.3FairSatisfactorySatisfactorySatisfactoryFO11370
June 199859.1FairSatisfactorySatisfactorySatisfactoryFO11370
January 199559.3FairSatisfactorySatisfactorySatisfactoryFO10460
January 199359.5FairSatisfactorySatisfactorySatisfactoryFO9700
January 199159.6FairSatisfactorySatisfactorySatisfactoryFO9500