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CEDAR CRK-VIDALIA over OCONEE CREEK

Map

Coordinates:
+32.08156, -82.40359
32°04'54" N, 82°24'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CEDAR CRK-VIDALIA over OCONEE CREEK
Structure number:000000027950060
Location:8 MI S OF VIDALIA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2001
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:80.5
Estimated cost of work:$469,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood49080.5
July 2015FairSatisfactorySatisfactorySatisfactory49080.5
July 2013FairSatisfactorySatisfactorySatisfactory49080.5
July 2011FairSatisfactorySatisfactorySatisfactory87077.1
July 2009FairSatisfactorySatisfactorySatisfactory85077.2
July 2007FairSatisfactorySatisfactorySatisfactory91077.1
July 2005FairSatisfactorySatisfactoryFair88067.0
July 2003FairSatisfactorySatisfactorySatisfactory90078.1
October 2001FairSatisfactorySatisfactoryFair90054.8
October 1999PoorSatisfactorySatisfactoryPoor100029.9
August 1997PoorSatisfactorySatisfactoryPoor100029.9
April 1995PoorSatisfactorySatisfactoryPoor100030.0
June 1993PoorSatisfactorySatisfactoryPoor76030.8
June 1991PoorGoodGoodPoor76040.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.640639100
Deck
Reinforced Concrete Top Flangesq. ft.2,00002,00000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach1551000
Reinforced Concrete Pier Caplinear ft.8181000
Joints
Pourable Jointlinear ft.7272000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160155500