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LAKE RABUN ROAD over WORLEY CREEK

Map

Coordinates:
+34.79170, -83.41601
34°47'30" N, 83°24'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKE RABUN ROAD over WORLEY CREEK
Structure number:000000024100330
Location:6 MI S OF CLAYTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,220 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:58.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairFair122058.4
June 2016FairFairFairFair122058.4
June 2014FairFairFairFair122058.4
June 2012FairFairFairFair122058.4
June 2010FairFairFairFair132058.4
July 2008FairFairFairFair132058.4
June 2006FairSatisfactorySatisfactorySatisfactory146070.4
June 2004FairSatisfactorySatisfactorySatisfactory104070.4
June 2002FairSatisfactorySatisfactorySatisfactory150070.4
May 2000FairSatisfactorySatisfactorySatisfactory140065.3
September 1998FairSatisfactorySatisfactorySatisfactory138065.3
May 1996FairSatisfactorySatisfactorySatisfactory138065.3
June 1994FairSatisfactorySatisfactorySatisfactory138065.3
July 1992FairSatisfactorySatisfactorySatisfactory138065.3
September 1990FairSatisfactoryGoodGood138065.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.36031236120
Deck
Reinforced Concrete Top Flangesq. ft.2,4601,3221,078600
Wearing Surfacessq. ft.2,136002,1360
Substructure
Reinforced Concrete Columneach60060
Reinforced Concrete Abutmentlinear ft.36132300
Reinforced Concrete Pier Caplinear ft.5454000
Joints
Pourable Jointlinear ft.9000900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.24015565200