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VANNA ROAD over BEAVERDAM CREEK

Map

Coordinates:
+34.24816, -83.04859
34°14'53" N, 83°02'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VANNA ROAD over BEAVERDAM CREEK
Structure number:000000014700200
Location:1.4 MI NE OF VANNA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1958
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: December 2018

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:410 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:65.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodGoodGood41065.5
January 2017FairSatisfactorySatisfactorySatisfactory41065.5
January 2015FairSatisfactorySatisfactorySatisfactory41065.5
January 2013FairSatisfactorySatisfactorySatisfactory41065.5
January 2011FairSatisfactorySatisfactorySatisfactory48065.4
January 2009FairSatisfactorySatisfactorySatisfactory48065.4
January 2007FairSatisfactorySatisfactorySatisfactory47065.4
January 2005FairGoodSatisfactorySatisfactory47065.4
January 2003FairGoodSatisfactorySatisfactory50065.4
December 2000FairGoodSatisfactorySatisfactory50071.2
April 1999FairGoodSatisfactorySatisfactory40070.1
December 1996FairGoodSatisfactorySatisfactory40070.1
February 1995FairGoodSatisfactorySatisfactory34071.0
January 1993FairGoodSatisfactorySatisfactory34071.0
February 1991FairGoodSatisfactoryGood34071.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4083921600
Deck
Reinforced Concrete Top Flangesq. ft.3,0301,5201,51000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.4848000
Joints
Pourable Jointlinear ft.9200920
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.204200040