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US 80 WBL over KENDALL CREEK

Map

Coordinates:
+32.54631, -84.70970
32°32'47" N, 84°42'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 80 WBL over KENDALL CREEK
Structure number:000000021500200
Location:15 MI NE OF COLUMBUS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2001
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,930 [as of 2011]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:89.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$785,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodGoodSatisfactory893089.0
July 2016FairGoodGoodSatisfactory893089.0
July 2014FairGoodGoodSatisfactory893089.0
July 2012FairGoodGoodSatisfactory893088.0
June 2010FairGoodGoodSatisfactory790088.1
August 2008FairGoodGoodSatisfactory790088.1
July 2006FairGoodGoodSatisfactory790088.1
July 2004FairGoodGoodSatisfactory790088.1
July 2002FairGoodGoodSatisfactory790071.0
September 2000FairGoodGoodSatisfactory790057.6
October 1998FairGoodGoodSatisfactory790055.6
September 1996GoodGoodGoodGood680057.4
September 1994GoodGoodGoodGood620058.4
August 1992GoodGoodGoodGood525035.3
October 1990GoodGoodGoodGood485040.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.134132200
Substructure
Reinforced Concrete Pier Walllinear ft.7066400
Reinforced Concrete Abutmentlinear ft.7070000
Reinforced Concrete Pier Caplinear ft.7070000
Joints
Pourable Jointlinear ft.114001140
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.268268000
Deck
Reinforced Concrete Slabsq. ft.5,0924,79230000