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SR 106 over NAILS CREEK

Map

Coordinates:
+34.27559, -83.26701
34°16'32" N, 83°16'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 106 over NAILS CREEK
Structure number:000000011900180
Location:7 MI S OF CARNESVILLE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:59.1 ft. [18.0 m]
Total length:176.8 ft. [53.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1954
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,290 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:28.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,037,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016PoorFairFairPoor229028.1
October 2014FairSatisfactorySatisfactorySatisfactory229054.3
October 2012FairSatisfactorySatisfactorySatisfactory229054.3
September 2011FairSatisfactoryGoodSatisfactory255054.0
October 2010FairFairGoodSatisfactory265052.9
November 2008FairFairSatisfactorySatisfactory265052.9
October 2006FairFairSatisfactorySatisfactory250053.0
November 2004FairFairSatisfactorySatisfactory278052.7
September 2002FairFairGoodGood270052.8
October 2000FairFairGoodGood265052.9
January 1999FairFairGoodGood265052.9
September 1996FairSatisfactoryGoodGood265053.9
November 1994FairSatisfactoryGoodGood265053.9
November 1992FairSatisfactoryGoodGood265053.9
November 1990FairSatisfactoryGoodSatisfactory265054.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7086495900
Steel Protective Coatingsq. ft.5,8775,78215800
Deck
Reinforced Concrete Decksq. ft.5,3102,8652,3001450
Wearing Surfacessq. ft.4,2482,4321,7161000
Substructure
Reinforced Concrete Columneach43010
Reinforced Concrete Abutmentlinear ft.60451230
Reinforced Concrete Pier Caplinear ft.48158250
Joints
Pourable Jointlinear ft.9696000
Bearings
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.354354000