SH 113 over Rankin Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 113 over Rankin Creek
Structure number:0000000000M1787
Location:3.6 MI N PULASKI CO L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1956
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:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:54.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory130054.3
July 2016FairSatisfactoryFairSatisfactory110062.7
July 2014FairGoodFairSatisfactory110062.7
July 2012FairGoodFairSatisfactory110062.7
July 2010FairGoodFairSatisfactory110062.7
July 2008FairGoodFairSatisfactory110062.7
July 2006FairGoodFairSatisfactory120043.1
July 2004FairGoodFairGood120043.1
July 2002GoodVery GoodGoodGood100054.0
July 2000GoodVery GoodGoodGood98054.1
July 1998GoodVery GoodGoodGood98054.1
September 1996GoodVery GoodGoodGood24066.8
August 1994GoodVery GoodGoodGood24066.8
September 1992GoodVery GoodGoodGood24066.8
September 1990GoodVery GoodVery GoodGood37061.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.399185401740
Reinforced Concrete Top Flangesq. ft.1,3451,341400
Wearing Surfacessq. ft.1,3451,09502500
Masonry Pier Walllinear ft.52421000
Masonry Abutmentlinear ft.5252000
Reinforced Concrete Pier Caplinear ft.100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114575700
Steel Protective Coatingsq. ft.342171715050