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CLEVELAND MILL ROA over LITTLE LIGHTWOOD CREEK

Map

Coordinates:
+34.39762, -82.95669
34°23'51" N, 82°57'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLEVELAND MILL ROA over LITTLE LIGHTWOOD CREEK
Structure number:000000014750490
Location:3.3 MI N OF HARTWELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:82.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$145,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactorySatisfactory10082.0
December 2016FairSatisfactorySatisfactorySatisfactory10082.0
December 2014FairSatisfactorySatisfactorySatisfactory10082.0
December 2012FairSatisfactorySatisfactorySatisfactory10082.0
December 2010FairSatisfactorySatisfactorySatisfactory62077.8
January 2009FairSatisfactorySatisfactorySatisfactory62077.8
January 2007FairSatisfactorySatisfactorySatisfactory63056.2
January 2005FairSatisfactorySatisfactorySatisfactory74056.1
January 2003FairGoodSatisfactorySatisfactory47057.3
January 2001FairGoodSatisfactorySatisfactory47067.7
April 1999FairGoodSatisfactorySatisfactory8071.8
February 1997FairGoodSatisfactorySatisfactory8071.8
February 1995FairGoodSatisfactorySatisfactory8071.8
January 1993FairGoodSatisfactoryGood8071.8
February 1991FairGoodSatisfactoryGood8071.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.238023800
Steel Protective Coatingsq. ft.2,238002,2380
Deck
Reinforced Concrete Decksq. ft.5284884000
Substructure
Reinforced Concrete Pier Walllinear ft.1501050
Reinforced Concrete Abutmentlinear ft.3023700
Joints
Pourable Jointlinear ft.3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6868000