State Highway 22 over Hagwood Creek-Logan Co.


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:State Highway 22 over Hagwood Creek-Logan Co.
Structure number:0000000000A0487
Location:3 MI EAST JCT 309 @ PARIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,715 [as of 2014]
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: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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$57,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory571588.2
May 2016FairSatisfactorySatisfactorySatisfactory520088.5
May 2014FairSatisfactorySatisfactorySatisfactory520088.5
June 2012FairSatisfactorySatisfactorySatisfactory530082.3
June 2010FairGoodGoodSatisfactory530082.3
July 2008GoodGoodGoodGood530082.3
July 2006GoodGoodGoodGood500084.5
July 2004GoodGoodGoodGood550082.2
August 2002GoodGoodGoodGood540081.9
August 2000GoodGoodGoodGood550081.9
September 1998GoodGoodGoodGood550079.9
September 1996FairGoodGoodSatisfactory243083.6
September 1994FairGoodGoodSatisfactory243045.7
September 1992FairGoodGoodSatisfactory243083.6
November 1990FairGoodGoodSatisfactory377982.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.2351399600
Reinforced Concrete Top Flangesq. ft.1,2751,2452370
Wearing Surfacessq. ft.1,212881762550
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Caplinear ft.1411271130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6006000
Steel Protective Coatingsq. ft.3730027796