Share:

C-1-120 over LONG CANE CREEK

Map

Coordinates:
+34.13490, -82.32592
34°08'06" N, 82°19'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-1-120 over LONG CANE CREEK
Structure number:000000000004918
Old structure number:000190012000100 (from 1992 edition)
Location:4.3 MI SE OF ABBEVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.1 ft. [16.5 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.4 ft. [4.4 m]
Owner:County Highway Agency [02]
Year built:1967
Year reconstructed:2018
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 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:Very Good [8 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 replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:17.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$753,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairVery GoodSatisfactorySatisfactory12617.2
September 2017PoorPoorSatisfactorySatisfactory12615.7
September 2016PoorPoorSatisfactorySatisfactory12618.8
September 2015PoorPoorSatisfactorySatisfactory12618.8
September 2014PoorPoorSatisfactorySatisfactory12618.8
September 2013FairSatisfactorySatisfactorySatisfactory12618.8
September 2012FairSatisfactorySatisfactorySatisfactory12618.8
September 2011FairFairSatisfactorySatisfactory12618.8
October 2010FairFairSatisfactorySatisfactory12618.8
August 2009FairSatisfactorySatisfactorySatisfactory12618.8
August 2008FairSatisfactorySatisfactorySatisfactory12618.8
September 2007FairSatisfactorySatisfactorySatisfactory12618.8
August 2006PoorPoorSatisfactorySatisfactory13018.7
September 2005PoorPoorSatisfactorySatisfactory12018.8
September 1999FairSatisfactorySatisfactorySatisfactory6019.1
October 1991FairFairSatisfactorySatisfactory6019.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.880088000
Substructure
Steel Columneach20200
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.2929000
Steel Pier Caplinear ft.4604600
Deck
Timber Decksq. ft.2,5522,552000
Bearings
Other Bearingeach3535000
Bridge Rail
Timber Bridge Raillinear ft.352352000