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WAYNMANVILLE ROAD over TOBLER CREEK

Map

Coordinates:
+32.84164, -84.23174
32°50'30" N, 84°13'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WAYNMANVILLE ROAD over TOBLER CREEK
Structure number:000000029300240
Location:7 MI E OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:56.1 ft. [17.1 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:86.0
Estimated cost of work:$985,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactorySatisfactory39086.0
February 2016FairGoodSatisfactorySatisfactory39086.0
February 2014FairGoodSatisfactorySatisfactory39086.0
February 2012FairGoodSatisfactorySatisfactory46085.9
January 2010FairGoodSatisfactorySatisfactory36086.0
February 2008FairGoodGoodSatisfactory36086.0
February 2006FairGoodGoodSatisfactory49070.5
February 2004GoodGoodGoodGood50070.5
February 2002GoodGoodGoodGood40070.6
June 2000FairSatisfactorySatisfactorySatisfactory41070.6
August 1998FairSatisfactorySatisfactorySatisfactory41070.6
January 1996FairSatisfactorySatisfactorySatisfactory41070.0
March 1994FairSatisfactorySatisfactoryGood41070.0
August 1992FairSatisfactorySatisfactoryGood41070.0
December 1990GoodVery GoodVery GoodVery Good41070.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.67257260400
Steel Protective Coatingsq. ft.5,90703,0002,531376
Deck
Reinforced Concrete Decksq. ft.5,4095,409000
Wearing Surfacessq. ft.4,3684,368000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.6861700
Reinforced Concrete Pier Caplinear ft.5454000
Joints
Pourable Jointlinear ft.104000104
Bearings
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.2400024
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.336336000