+34.53547, -83.69953
34°32'08" N, 83°41'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 254 over MOSSY CREEK
Structure number:000000031100220
Location:5.6 MI S OF CLEVELAND
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1953
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,340 [as of 2012]
Truck traffic:1% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:66.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$256,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory134066.1
February 2016FairSatisfactorySatisfactorySatisfactory134066.1
February 2014FairSatisfactorySatisfactoryGood134066.1
February 2012FairSatisfactorySatisfactoryGood118066.1
January 2010FairSatisfactorySatisfactoryGood213065.8
February 2008FairSatisfactorySatisfactoryGood213065.8
February 2006FairSatisfactorySatisfactoryGood143066.0
February 2004FairSatisfactorySatisfactoryGood100068.2
February 2002FairSatisfactorySatisfactoryGood100068.2
February 2000FairGoodSatisfactoryGood100068.2
April 1998FairGoodSatisfactoryGood100068.2
December 1995FairGoodSatisfactorySatisfactory100067.1
January 1994FairGoodSatisfactorySatisfactory98068.1
March 1992FairGoodSatisfactoryGood98066.6
May 1990GoodGoodGoodGood98068.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.6405399560
Reinforced Concrete Top Flangesq. ft.4,8003,3861,40680
Wearing Surfacessq. ft.3,8403,49334700
Reinforced Concrete Columneach64110
Reinforced Concrete Abutmentlinear ft.6052800
Reinforced Concrete Pier Caplinear ft.9696000
Pourable Jointlinear ft.144001440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000