C-4-680 over LTL GARVIN CR


+34.67509, -82.74372
34°40'30" N, 82°44'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-4-680 over LTL GARVIN CR
Structure number:000000000003176
Old structure number:000490068000100 (from 1992 edition)
Location:13.0 MI NW OF ANDERSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:126 [as of 2017]
Truck traffic:6% 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:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:52.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$74,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory12652.1
November 2017FairSatisfactorySatisfactorySatisfactory12652.1
November 2016FairSatisfactorySatisfactorySatisfactory12652.1
November 2015FairSatisfactorySatisfactorySatisfactory12652.2
November 2014FairSatisfactorySatisfactorySatisfactory12652.2
November 2013FairSatisfactorySatisfactorySatisfactory12652.2
November 2012FairSatisfactorySatisfactorySatisfactory12652.2
October 2011FairSatisfactorySatisfactorySatisfactory12652.2
January 2011FairSatisfactorySatisfactorySatisfactory12652.2
November 2009FairSatisfactorySatisfactorySatisfactory12652.2
June 2008FairSatisfactoryFairSatisfactory12646.1
August 2007FairSatisfactoryFairSatisfactory12646.1
June 2006FairSatisfactoryFairSatisfactory13046.1
August 2005FairSatisfactoryFairSatisfactory12046.1
June 1999FairSatisfactorySatisfactoryGood6054.2
July 1991FairSatisfactoryGoodGood6056.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.370037000
Reinforced Concrete Decksq. ft.1,0211,021000
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Caplinear ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7474000