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SHILOH CHURCH ROAD over COLDWATER CREEK

Map

Coordinates:
+34.24684, -82.93652
34°14'49" N, 82°56'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHILOH CHURCH ROAD over COLDWATER CREEK
Structure number:000000014750140
Location:7.3 MI S OF HARTWELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:130 [as of 2012]
Truck traffic:1% 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: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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:22.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorSatisfactorySatisfactoryPoor13022.8
January 2015PoorSatisfactorySatisfactoryPoor13022.8
January 2013FairSatisfactorySatisfactoryFair13038.1
January 2011FairSatisfactorySatisfactoryFair14038.1
January 2009FairSatisfactorySatisfactoryFair14038.1
January 2007FairSatisfactorySatisfactoryFair15038.1
January 2005FairGoodSatisfactoryFair10050.2
December 2002FairGoodSatisfactoryFair10050.2
January 2001FairGoodSatisfactorySatisfactory10062.1
April 1999FairGoodSatisfactorySatisfactory9062.1
December 1996FairGoodSatisfactorySatisfactory8062.1
February 1995FairGoodSatisfactorySatisfactory8054.6
January 1993FairGoodSatisfactorySatisfactory8054.6
February 1991FairGoodSatisfactorySatisfactory8062.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.189018900
Steel Protective Coatingsq. ft.1,7770001,777
Deck
Reinforced Concrete Decksq. ft.481048100
Substructure
Reinforced Concrete Abutmentlinear ft.3600360
Steel Pileeach70070
Steel Pier Caplinear ft.1801800
Steel Protective Coatingsq. ft.8700870
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5454000