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C-13-440 over PRONG CREEK

Map

Coordinates:
+34.65672, -80.07512
34°39'24" N, 80°04'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-13-440 over PRONG CREEK
Structure number:000000000003233
Old structure number:001390044000100 (from 1992 edition)
Location:0.3 MI S S-13-79
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans 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:Poor
Status:Posted for load [P]
Average daily traffic:200 [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:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:21.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$206,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSatisfactorySatisfactoryPoor20021.0
January 2017FairSatisfactorySatisfactorySatisfactory12623.3
January 2016FairSatisfactorySatisfactorySatisfactory12623.2
January 2015FairSatisfactorySatisfactorySatisfactory12623.2
January 2014FairSatisfactorySatisfactorySatisfactory12623.2
January 2013FairSatisfactorySatisfactorySatisfactory12623.2
January 2012FairSatisfactorySatisfactorySatisfactory12623.2
January 2011FairSatisfactorySatisfactorySatisfactory12623.2
January 2010FairSatisfactorySatisfactorySatisfactory12623.2
January 2009FairSatisfactorySatisfactorySatisfactory12623.2
January 2008FairSatisfactorySatisfactorySatisfactory12623.2
January 2007FairSatisfactorySatisfactorySatisfactory13023.1
January 2006FairSatisfactorySatisfactorySatisfactory12023.2
January 2000GoodGoodGoodGood6035.3
January 1991GoodGoodGoodGood6070.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.390390000
Substructure
Timber Pileeach120543
Timber Pier Caplinear ft.6161000
Deck
Timber Decksq. ft.612612000