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FAS 2762 over OCONEE RIVER

Map

Coordinates:
+31.98095, -82.54628
31°58'51" N, 82°32'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 2762 over OCONEE RIVER
Structure number:000000030900270
Location:16 MI SE OF GLENWOOD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:478.0 ft. [145.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1964
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:450 [as of 2011]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:66.7
Estimated cost of work:$2,801,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactorySatisfactory45066.7
July 2016FairSatisfactorySatisfactorySatisfactory45066.7
July 2014FairSatisfactorySatisfactorySatisfactory45066.7
July 2012FairSatisfactorySatisfactorySatisfactory45066.7
August 2010FairSatisfactorySatisfactorySatisfactory45066.7
August 2008FairSatisfactorySatisfactorySatisfactory45066.7
July 2006FairSatisfactorySatisfactorySatisfactory39068.0
July 2004FairGoodSatisfactorySatisfactory48066.5
July 2003FairGoodSatisfactorySatisfactory50066.4
July 2002PoorGoodSatisfactorySerious60019.6
July 2000PoorGoodSatisfactorySerious60019.6
October 1998PoorGoodSatisfactoryPoor60034.5
December 1995FairFairFairFair57047.3
January 1994FairFairFairFair57047.3
January 1992FairFairFairFair57047.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,04053051000
Steel Protective Coatingsq. ft.10,244207,1703,072
Reinforced Concrete Girder/Beamlinear ft.872872000
Deck
Reinforced Concrete Decksq. ft.7,95607,4565000
Reinforced Concrete Top Flangesq. ft.6,67006,67000
Substructure
Reinforced Concrete Columneach60060
Reinforced Concrete Abutmentlinear ft.4848000
Reinforced Concrete Pile Cap/Footinglinear ft.3203200
Steel Pileeach28161200
Steel Protective Coatingsq. ft.2,635001,3271,308
Reinforced Concrete Pier Caplinear ft.2201932700
Joints
Pourable Jointlinear ft.120000120
Assembly without Seal Jointlinear ft.4848000
Bearings
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.168080
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.956956000