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I-20 (WBL) over UCHEE CREEK

Map

Coordinates:
+33.48601, -82.22226
33°29'10" N, 82°13'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-20 (WBL) over UCHEE CREEK
Structure number:000000007300330
Location:2.7 MI NW OF GROVETOWN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:35.1 ft. [10.7 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,890 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:83.4
Estimated cost of work:$1,231,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory3789083.4
June 2015FairSatisfactorySatisfactorySatisfactory3789084.8
May 2013FairSatisfactorySatisfactorySatisfactory3789084.8
July 2011FairSatisfactorySatisfactorySatisfactory3728083.8
August 2009FairSatisfactorySatisfactorySatisfactory3852078.6
June 2007FairGoodSatisfactorySatisfactory3707078.7
June 2005FairGoodSatisfactorySatisfactory4154078.4
July 2003FairGoodSatisfactorySatisfactory3730078.7
July 2001FairGoodSatisfactorySatisfactory4070086.6
July 1999FairGoodSatisfactorySatisfactory2624087.2
July 1997FairVery GoodGoodSatisfactory2624093.5
August 1995FairVery GoodVery GoodFair2624082.5
December 1993FairVery GoodVery GoodSatisfactory2624093.7
March 1992FairVery GoodVery GoodSatisfactory2624093.7
September 1990FairGoodVery GoodSatisfactory2624094.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0501,043700
Deck
Reinforced Concrete Top Flangesq. ft.7,98007,98000
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.80600200
Steel Pileeach2020000
Steel Protective Coatingsq. ft.1,8201,820000
Reinforced Concrete Pier Caplinear ft.193193000
Joints
Pourable Jointlinear ft.8000800
Compression Jointlinear ft.200002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.420420000
Reinforced Concrete Bridge Raillinear ft.420420000