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REED ROAD over SHOAL CREEK

Map

Coordinates:
+34.43387, -83.04225
34°26'02" N, 83°02'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REED ROAD over SHOAL CREEK
Structure number:000000014750410
Location:4.9 MI NE OF BOWERSVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$240,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodGoodFair49059.2
December 2016FairSatisfactorySatisfactoryFair49059.2
December 2014FairSatisfactorySatisfactoryFair49059.2
December 2012FairSatisfactorySatisfactoryFair6076.5
December 2010FairSatisfactorySatisfactoryFair62059.1
January 2009FairSatisfactorySatisfactoryFair62059.1
January 2007FairSatisfactorySatisfactoryFair63059.1
January 2005FairSatisfactorySatisfactoryFair74059.0
January 2003FairSatisfactorySatisfactoryFair74059.0
January 2001FairSatisfactorySatisfactoryFair48055.1
April 1999FairSatisfactorySatisfactorySatisfactory47066.2
February 1997FairSatisfactorySatisfactorySatisfactory47066.2
February 1995FairSatisfactorySatisfactorySatisfactory40068.2
January 1993FairSatisfactorySatisfactorySatisfactory40068.2
February 1991FairSatisfactoryGoodSatisfactory23068.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.533053300
Steel Protective Coatingsq. ft.2,574002,5740
Deck
Reinforced Concrete Decksq. ft.820820000
Wearing Surfacessq. ft.82070012000
Substructure
Steel Abutmentlinear ft.33612121050
Steel Pileeach1201110
Steel Protective Coatingsq. ft.869008690
Steel Pier Caplinear ft.4404400
Steel Protective Coatingsq. ft.256002560
Joints
Pourable Jointlinear ft.4000400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.82622000
Steel Protective Coatingsq. ft.8200820