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S R 10 LOOP (EBL) over MIDDLE OCONEE RIVER

Map

Coordinates:
+33.95574, -83.43731
33°57'21" N, 83°26'14" 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 2015

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]
Operating rating:34.7 tons [31.5 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:49.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201549.4FairSatisfactorySatisfactoryFairFO33090
April 201349.4FairSatisfactorySatisfactoryFairFO33090
April 201149.7FairSatisfactorySatisfactoryFairFO30220
May 200955.2FairSatisfactorySatisfactoryFairFO35060
April 200755.4FairSatisfactorySatisfactoryFairFO33490
April 200555.6FairSatisfactorySatisfactoryFairFO31380
May 200349.4FairSatisfactorySatisfactoryFairFO31000
April 200160.0FairSatisfactorySatisfactorySatisfactoryFO31200
June 199960.3FairSatisfactorySatisfactorySatisfactoryFO27500
May 199774.1FairSatisfactorySatisfactorySatisfactoryFO27500
July 199573.1FairSatisfactorySatisfactoryGoodFO27500
October 199373.3FairSatisfactorySatisfactoryGoodFO25240
December 199173.3FairSatisfactorySatisfactoryGoodFO25240

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,1521,152000
Steel Protective Coatingsq. ft.10,12610,126000
Deck
Reinforced Concrete Decksq. ft.9,7924,9924,80000
Substructure
Reinforced Concrete Columneach60510
Reinforced Concrete Pier Walllinear ft.5151000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pier Caplinear ft.90405000
Joints
Pourable Jointlinear ft.8400840
Compression Jointlinear ft.5600560
Bearings
Movable Bearingeach124800
Steel Protective Coatingsq. ft.2424000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.57645612000