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ADAMS TOWN ROAD over SHOAL CREEK TRIB

Map

Coordinates:
+34.39037, -83.04340
34°23'25" N, 83°02'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ADAMS TOWN ROAD over SHOAL CREEK TRIB
Structure number:000000014750360
Location:2.6 MI NE OF BOWERSVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1982
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:Good
Status:Open, no restriction [A]
Average daily traffic:100 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:96.0
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodGoodGood10096.0
December 2016FairSatisfactorySatisfactorySatisfactory10096.0
December 2014FairSatisfactorySatisfactorySatisfactory10096.0
December 2012FairSatisfactorySatisfactorySatisfactory10096.0
December 2010FairSatisfactorySatisfactorySatisfactory62084.7
January 2009FairSatisfactorySatisfactorySatisfactory62084.7
January 2007FairSatisfactorySatisfactorySatisfactory63063.1
January 2005FairGoodSatisfactorySatisfactory74063.1
January 2003FairGoodSatisfactorySatisfactory74063.1
January 2001FairGoodSatisfactorySatisfactory48064.2
April 1999FairGoodSatisfactorySatisfactory47073.2
January 1997FairGoodSatisfactorySatisfactory43073.2
February 1995FairGoodSatisfactorySatisfactory40073.2
January 1993FairGoodSatisfactorySatisfactory40073.2
February 1991FairGoodSatisfactorySatisfactory23078.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3603006000
Steel Protective Coatingsq. ft.1,753001,7530
Deck
Reinforced Concrete Decksq. ft.1,4581,458000
Wearing Surfacessq. ft.1,45801,45800
Substructure
Steel Pileeach60600
Steel Protective Coatingsq. ft.102001020
Steel Pier Caplinear ft.50302000
Steel Protective Coatingsq. ft.41119902120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000