SH 22-Logan Co. over West Fork Cane Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 22-Logan Co. over West Fork Cane Creek
Structure number:0000000000A0489
Location:6.7 MI E JCT 309 @ PARIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:27.9 ft. [8.5 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:2,700 [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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:95.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$57,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory270095.6
May 2016FairSatisfactorySatisfactorySatisfactory270095.6
April 2014FairSatisfactorySatisfactorySatisfactory270095.6
May 2012FairGoodSatisfactorySatisfactory270095.6
May 2010GoodGoodGoodGood270085.7
June 2008GoodGoodGoodGood270085.7
July 2006GoodGoodGoodGood290085.6
July 2004GoodGoodGoodGood270085.7
August 2002GoodGoodGoodGood310085.2
August 2000GoodGoodGoodGood280085.4
September 1998GoodGoodGoodGood280083.4
September 1996GoodGoodGoodGood116084.2
September 1994GoodGoodGoodGood116084.3
September 1992GoodGoodGoodGood116084.3
November 1990GoodGoodGoodGood235483.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1961058560
Reinforced Concrete Top Flangesq. ft.1,2751,261860
Wearing Surfacessq. ft.1,2121,1516100
Reinforced Concrete Pile Cap/Footinglinear ft.124124000
Reinforced Concrete Pier Caplinear ft.1249910150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6006000
Steel Protective Coatingsq. ft.30901291800