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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: February 2015 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201574.8Functionally obsoleteGoodGoodSatisfactory6620
February 201374.8Functionally obsoleteSatisfactorySatisfactorySatisfactory6620
February 201175.4Functionally obsoleteSatisfactorySatisfactorySatisfactory3280
January 200975.4Functionally obsoleteSatisfactorySatisfactorySatisfactory3280
January 200775.4Functionally obsoleteSatisfactorySatisfactorySatisfactory3280
January 200561.1Functionally obsoleteSatisfactorySatisfactorySatisfactory3900
February 200361.1Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
October 200059.3Functionally obsoleteSatisfactorySatisfactorySatisfactory11370
June 199859.1Functionally obsoleteSatisfactorySatisfactorySatisfactory11370
January 199559.3Functionally obsoleteSatisfactorySatisfactorySatisfactory10460
January 199359.5Functionally obsoleteSatisfactorySatisfactorySatisfactory9700
January 199159.6Functionally obsoleteSatisfactorySatisfactorySatisfactory9500