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WEST WESLEY ROAD over NANCY CREEK

Map

Coordinates:
+33.83828, -84.43929
33°50'18" N, 84°26'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.603603000
Deck
Reinforced Concrete Decksq. ft.2,0502,050000
Substructure
Reinforced Concrete Pier Walllinear ft.3330300
Reinforced Concrete Abutmentlinear ft.6666000
Bearings
Fixed Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.121121000
Coatings
Wearing Surfacessq. ft.1,5681,5560120
Steel Protective Coatingsq. ft.4,1434,143000