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LINTON ROAD over KEG CREEK

Map

Coordinates:
+33.06234, -82.88468
33°03'44" N, 82°53'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINTON ROAD over KEG CREEK
Structure number:000000030300350
Location:7 MI NW OF SANDERSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:420 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:69.6
Estimated cost of work:$850,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodSatisfactorySatisfactory42069.6
July 2015FairGoodSatisfactorySatisfactory42069.6
July 2013FairGoodSatisfactorySatisfactory42069.6
August 2011FairGoodSatisfactorySatisfactory45069.5
July 2009FairGoodSatisfactorySatisfactory47069.5
July 2007FairGoodSatisfactorySatisfactory51069.4
July 2005FairGoodSatisfactorySatisfactory48069.5
July 2003FairGoodSatisfactorySatisfactory60069.2
August 2001GoodGoodGoodGood70070.6
October 1999GoodGoodGoodGood70070.4
September 1997GoodGoodGoodGood70070.4
October 1995GoodGoodGoodGood70069.5
February 1994GoodVery GoodGoodGood60069.7
May 1992GoodVery GoodGoodGood60069.7
October 1990GoodVery GoodGoodGood60069.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.58038020000
Deck
Reinforced Concrete Top Flangesq. ft.4,3652,3652,00000
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Prestressed Concrete Pileeach1612400
Reinforced Concrete Pier Caplinear ft.9696000
Joints
Pourable Jointlinear ft.144001440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.290290000