S-18-71 over COW TAIL CREEK


+33.16208, -80.62477
33°09'43" N, 80°37'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-71 over COW TAIL CREEK
Structure number:000000000006284
Old structure number:001870007100100 (from 1992 edition)
Location:3.5 MI SW ST GEORGE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:225 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryGood22581.2
April 2016FairSatisfactorySatisfactoryGood15081.2
April 2015FairSatisfactorySatisfactoryGood17581.1
May 2014FairSatisfactorySatisfactoryGood25081.1
May 2013FairSatisfactorySatisfactoryGood17581.1
July 2012FairSatisfactorySatisfactoryGood22578.1
May 2011FairSatisfactorySatisfactoryGood20078.1
July 2010FairSatisfactorySatisfactoryGood20078.1
July 2009FairSatisfactorySatisfactoryGood15078.1
June 2008FairSatisfactorySatisfactoryGood12578.1
June 2007FairSatisfactorySatisfactoryGood25078.1
May 2006FairSatisfactorySatisfactoryGood20078.1
February 2005GoodGoodGoodGood20078.1
March 1999GoodVery GoodVery GoodVery Good23078.3
March 1991GoodVery GoodVery GoodVery Good22578.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Columneach3030000
Reinforced Concrete Pier Caplinear ft.165165000
Pourable Jointlinear ft.9999000
Elastomeric Bearingeach55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Reinforced Concrete Slabsq. ft.1,9801,454495310