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OLD HENRY'S CH RD over LITTLE BEAVERDAM CR TRIB

Map

Coordinates:
+34.28964, -83.01821
34°17'23" N, 83°01'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HENRY'S CH RD over LITTLE BEAVERDAM CR TRIB
Structure number:000000014750250
Location:5 MI NE OF VANNA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1978
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:270 [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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:23.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair27023.5
January 2015FairSatisfactorySatisfactoryFair27024.6
January 2013FairSatisfactorySatisfactoryFair27024.6
January 2011FairSatisfactorySatisfactoryFair62025.8
January 2009FairSatisfactorySatisfactoryFair62025.8
January 2007FairSatisfactorySatisfactoryFair63025.8
January 2005FairSatisfactorySatisfactoryFair74025.6
January 2003FairSatisfactorySatisfactoryFair74025.6
January 2001FairFairSatisfactoryFair48024.9
April 1999FairFairSatisfactoryFair47024.6
January 1997FairFairSatisfactoryFair43024.7
February 1995FairSatisfactorySatisfactorySatisfactory40035.8
January 1993FairSatisfactorySatisfactorySatisfactory40035.8
February 1991FairSatisfactorySatisfactorySatisfactory23045.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.28012016000
Steel Protective Coatingsq. ft.1,956001,9560
Deck
Reinforced Concrete Decksq. ft.9409004000
Substructure
Steel Pileeach1001000
Steel Protective Coatingsq. ft.5100510
Steel Pier Caplinear ft.4804800
Steel Protective Coatingsq. ft.401004010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.80503000
Steel Protective Coatingsq. ft.80404000