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S R 10 LOOP (EBL) over MIDDLE OCONEE RIVER

Map

Coordinates:
+33.95584, -83.43737
33°57'21" N, 83°26'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S R 10 LOOP (EBL) over MIDDLE OCONEE RIVER
Structure number:000000005900020
Location:5 MI E OF BOGART
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:80.1 ft. [24.4 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,090 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:49.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair3309049.4
April 2015FairSatisfactorySatisfactoryFair3309049.4
April 2013FairSatisfactorySatisfactoryFair3309049.4
April 2011FairSatisfactorySatisfactoryFair3022049.7
May 2009FairSatisfactorySatisfactoryFair3506055.2
April 2007FairSatisfactorySatisfactoryFair3349055.4
April 2005FairSatisfactorySatisfactoryFair3138055.6
May 2003FairSatisfactorySatisfactoryFair3100049.4
April 2001FairSatisfactorySatisfactorySatisfactory3120060.0
June 1999FairSatisfactorySatisfactorySatisfactory2750060.3
May 1997FairSatisfactorySatisfactorySatisfactory2750074.1
July 1995FairSatisfactorySatisfactoryGood2750073.1
October 1993FairSatisfactorySatisfactoryGood2524073.3
December 1991FairSatisfactorySatisfactoryGood2524073.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1521,1120400
Steel Protective Coatingsq. ft.10,12610,126000
Deck
Reinforced Concrete Decksq. ft.9,7924,2765,472440
Substructure
Reinforced Concrete Columneach60510
Reinforced Concrete Pier Walllinear ft.5151000
Reinforced Concrete Abutmentlinear ft.72621000
Reinforced Concrete Pier Caplinear ft.945427130
Joints
Pourable Jointlinear ft.8400840
Compression Jointlinear ft.5600560
Bearings
Movable Bearingeach168800
Steel Protective Coatingsq. ft.3232000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.57645612000