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LYNCH MOUNTAIN RD. over SAUTEE CREEK

Map

Coordinates:
+34.68486, -83.66917
34°41'05" N, 83°40'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LYNCH MOUNTAIN RD. over SAUTEE CREEK
Structure number:000000031150120
Location:3.7 MI SE OF HELEN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:8
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:89.5
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryGoodSatisfactory49089.5
February 2016FairGoodGoodSatisfactory49089.5
February 2014FairGoodGoodSatisfactory49089.5
February 2012FairGoodGoodSatisfactory60089.5
February 2010FairGoodGoodSatisfactory62089.5
January 2008FairGoodGoodSatisfactory62089.5
January 2006FairGoodGoodSatisfactory39089.5
January 2004FairGoodGoodSatisfactory10089.5
January 2002FairGoodGoodSatisfactory10089.5
March 2000FairGoodGoodSatisfactory26089.5
April 1998FairGoodGoodSatisfactory26089.5
January 1996FairGoodGoodSatisfactory26090.5
January 1994GoodGoodGoodGood26090.5
February 1992GoodGoodGoodGood26090.5
May 1990GoodGoodGoodGood26092.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,6001,594060
Deck
Prestressed Concrete Top Flangesq. ft.5,6325,22640060
Wearing Surfacessq. ft.5,12001,6003,5200
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Steel Pileeach2102100
Steel Protective Coatingsq. ft.805008050
Reinforced Concrete Pier Caplinear ft.245245000
Joints
Pourable Jointlinear ft.256002560
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000