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SR 83 over OCMULGEE RIVER

Map

Coordinates:
+33.15937, -83.82372
33°09'34" N, 83°49'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 83 over OCMULGEE RIVER
Structure number:000000020700270
Location:11 MI NE OF FORSYTH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:640.1 ft. [195.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1958
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: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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,530 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:60.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,751,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairGoodSatisfactory253060.7
October 2014FairSatisfactoryGoodSatisfactory253061.8
October 2012FairSatisfactoryGoodSatisfactory253060.4
October 2010FairGoodGoodSatisfactory272057.4
November 2008FairGoodGoodSatisfactory272057.4
November 2006FairGoodGoodSatisfactory225060.9
November 2004FairGoodGoodSatisfactory212061.1
October 2002FairGoodGoodSatisfactory250060.5
December 2000FairGoodGoodSatisfactory230060.8
December 1998FairGoodGoodSatisfactory220059.9
August 1996FairGoodGoodSatisfactory190062.5
October 1994FairGoodGoodSatisfactory190063.3
January 1993FairGoodGoodSatisfactory190063.3
March 1991FairGoodGoodSatisfactory162063.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4401,432800
Steel Protective Coatingsq. ft.13,39813,26806070
Reinforced Concrete Girder/Beamlinear ft.1,1201,117030
Deck
Reinforced Concrete Decksq. ft.11,556010,3091,2470
Reinforced Concrete Top Flangesq. ft.8,9882,9525,7802560
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.66501600
Steel Pileeach36191610
Steel Protective Coatingsq. ft.2,4952,2853060120
Reinforced Concrete Pier Caplinear ft.2671897620
Joints
Pourable Jointlinear ft.260260000
Assembly with Sealeach5248040
Bearings
Movable Bearingeach3228400
Steel Protective Coatingsq. ft.6448808
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2801,280000