Share:

I-16 WBL over OCMULGEE RIVER

Map

Coordinates:
+32.85461, -83.63490
32°51'17" N, 83°38'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-16 WBL over OCMULGEE RIVER
Structure number:000000002101180
Location:IN NORTH MACON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:70.9 ft. [21.6 m]
Total length:816.0 ft. [248.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1966
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:13
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:79,940 [as of 2012]
Truck traffic:10% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,087,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory7994058.9
June 2014FairSatisfactorySatisfactorySatisfactory7994058.9
May 2012FairSatisfactorySatisfactorySatisfactory8184058.7
July 2010FairSatisfactorySatisfactorySatisfactory8204058.7
June 2008FairSatisfactoryGoodSatisfactory8204058.7
June 2006FairSatisfactoryGoodSatisfactory8154074.1
April 2004FairSatisfactoryGoodSatisfactory7044071.8
June 2002FairGoodGoodSatisfactory7300071.6
June 2000FairGoodGoodSatisfactory7300071.6
June 1998FairGoodGoodSatisfactory7300071.6
June 1996GoodGoodGoodGood7300071.6
June 1994GoodGoodGoodVery Good7300071.2
May 1992GoodGoodGoodVery Good6770071.7
May 1990GoodGoodGoodGood6770071.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,7745,774000
Deck
Reinforced Concrete Decksq. ft.40,80038,1782,62200
Wearing Surfacessq. ft.40,800040,80000
Substructure
Reinforced Concrete Columneach37190180
Reinforced Concrete Pier Walllinear ft.216216000
Reinforced Concrete Abutmentlinear ft.110110000
Reinforced Concrete Pile Cap/Footinglinear ft.1501500
Reinforced Concrete Pier Caplinear ft.6606273300
Joints
Pourable Jointlinear ft.770770000
Bearings
Elastomeric Bearingeach182018200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6321,627050