C-11-332 over ABINGDON CREEK


+34.98997, -81.51101
34°59'24" N, 81°30'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-11-332 over ABINGDON CREEK
Structure number:000000000008627
Old structure number:001190033200100 (from 1992 edition)
Location:9.6 MI SE GAFFNEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: January 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$198,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactorySatisfactory12649.2
January 2017FairSatisfactorySatisfactorySatisfactory12649.2
January 2016FairSatisfactorySatisfactorySatisfactory12649.2
January 2015FairSatisfactorySatisfactorySatisfactory12649.2
January 2014FairSatisfactorySatisfactorySatisfactory12649.2
January 2013FairSatisfactorySatisfactorySatisfactory12649.2
January 2012FairSatisfactorySatisfactorySatisfactory12649.2
January 2011FairSatisfactorySatisfactorySatisfactory12649.2
January 2010FairSatisfactorySatisfactorySatisfactory12649.2
January 2009FairSatisfactorySatisfactorySatisfactory12649.2
January 2008FairSatisfactorySatisfactorySatisfactory12649.2
January 2007FairSatisfactorySatisfactorySatisfactory13049.2
January 2006FairSatisfactorySatisfactorySatisfactory12049.2
February 2000FairSatisfactorySatisfactorySatisfactory6031.0
April 1991PoorFairFairPoor2020.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.232023200
Reinforced Concrete Abutmentlinear ft.3232000
Timber Decksq. ft.4624006200
Bridge Rail
Other Material Bridge Raillinear ft.6666000