US 80 / SR 19 over TURKEY CREEK


+32.64522, -83.31393
32°38'43" N, 83°18'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 80 / SR 19 over TURKEY CREEK
Structure number:000000028900020
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:25.9 ft. [7.9 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1932
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,240 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:72.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$474,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodSatisfactoryGood124072.6
March 2017FairGoodSatisfactoryGood124072.6
March 2015FairGoodSatisfactoryGood124072.6
March 2013FairGoodSatisfactoryGood124072.6
March 2011FairGoodSatisfactoryGood152072.3
March 2009FairGoodSatisfactoryGood152072.3
February 2009FairGoodSatisfactoryGood152072.3
February 2007FairGoodSatisfactoryGood135063.0
March 2005FairGoodSatisfactoryGood161062.7
March 2003FairGoodSatisfactoryGood160062.8
April 2001FairGoodSatisfactoryGood140063.0
June 1999FairVery GoodSatisfactoryGood292059.2
October 1996FairSatisfactorySatisfactoryGood292059.2
December 1994FairSatisfactorySatisfactoryGood292059.1
December 1992FairSatisfactorySatisfactoryGood292059.1
January 1991FairSatisfactoryGoodGood166064.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.5204576030
Reinforced Concrete Top Flangesq. ft.3,5103,510000
Wearing Surfacessq. ft.3,1203,120000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.5045500
Reinforced Concrete Pier Caplinear ft.8476800
Pourable Jointlinear ft.150150000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2602402000