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SHOAL CREEK ROAD over SHOAL CREEK

Map

Coordinates:
+34.43246, -84.12897
34°25'57" N, 84°07'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHOAL CREEK ROAD over SHOAL CREEK
Structure number:000000008500240
Location:JUST NW OF DAWSONVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1959
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,740 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:47.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory474047.7
July 2017FairSatisfactorySatisfactorySatisfactory474047.7
June 2015FairSatisfactorySatisfactorySatisfactory474047.7
June 2013FairSatisfactorySatisfactorySatisfactory474047.7
July 2011FairSatisfactorySatisfactorySatisfactory259048.4
July 2009FairSatisfactorySatisfactorySatisfactory317048.2
June 2007FairSatisfactorySatisfactorySatisfactory317048.2
July 2005FairSatisfactoryGoodSatisfactory242048.5
July 2003FairSatisfactoryGoodSatisfactory250048.5
August 2001FairSatisfactoryGoodSatisfactory200062.4
November 1999FairSatisfactoryGoodSatisfactory200062.4
August 1997FairSatisfactoryGoodSatisfactory200062.4
June 1995FairSatisfactoryGoodGood170062.4
June 1993FairSatisfactoryGoodGood164062.5
June 1991GoodGoodGoodGood112062.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3763611500
Deck
Reinforced Concrete Decksq. ft.2,8381,1071,712190
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.60461400
Reinforced Concrete Pier Caplinear ft.6060000
Joints
Pourable Jointlinear ft.7200720
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.188188000