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US 441/ SR 89 over TATUM CREEK OVERFLOW

Map

Coordinates:
+30.89046, -82.66619
30°53'26" N, 82°39'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 441/ SR 89 over TATUM CREEK OVERFLOW
Structure number:000000006500180
Location:APP 12 MI S OF HOMERVILLE
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:960 [as of 2012]
Truck traffic:38% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:71.1
Estimated cost of work:$580,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodSatisfactory96071.1
May 2015FairSatisfactoryGoodSatisfactory96071.1
May 2013FairSatisfactoryGoodSatisfactory96071.1
May 2011FairSatisfactoryGoodSatisfactory132069.9
June 2009FairSatisfactoryGoodSatisfactory149069.3
June 2007FairSatisfactoryGoodSatisfactory159068.9
June 2005FairSatisfactoryGoodSatisfactory151069.2
June 2003FairSatisfactoryGoodSatisfactory150063.8
July 2001FairSatisfactoryGoodSatisfactory150062.1
August 1999FairSatisfactoryGoodSatisfactory150067.6
July 1997FairSatisfactorySatisfactorySatisfactory150049.2
July 1995FairSatisfactorySatisfactorySatisfactory150085.2
August 1993FairSatisfactorySatisfactorySatisfactory127085.8
August 1991GoodGoodGoodGood127085.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.495495000
Deck
Reinforced Concrete Top Flangesq. ft.3,3962,41698000
Substructure
Reinforced Concrete Abutmentlinear ft.703020200
Prestressed Concrete Pileeach1000100
Reinforced Concrete Pier Caplinear ft.6060000
Joints
Pourable Jointlinear ft.136136000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.198198000