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SR 2 (WBL) over W. CHICKAMAUGA CREEK O/F

Map

Coordinates:
+34.94336, -85.22401
34°56'36" N, 85°13'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2 (WBL) over W. CHICKAMAUGA CREEK O/F
Structure number:000000004700040
Location:2 MI SE OF FT OGLETHORPE
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,390 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:93.7
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryVery GoodGood3139093.7
December 2016FairSatisfactoryVery GoodGood3139093.7
December 2014GoodGoodVery GoodGood3139093.7
December 2012GoodGoodVery GoodGood3139093.7
November 2010GoodGoodVery GoodGood3151093.7
January 2009GoodGoodVery GoodGood3151093.7
November 2006GoodGoodVery GoodGood2789093.7
November 2004GoodGoodVery GoodGood2704093.7
November 2002GoodGoodVery GoodGood29100100.0
November 2000GoodGoodVery GoodGood20570100.0
March 1999GoodGoodVery GoodGood20570100.0
November 1996GoodGoodGoodGood2057098.0
October 1994GoodGoodGoodGood2057098.0
December 1992GoodGoodGoodGood2057098.0
November 1990GoodGoodGoodGood2057098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.600600000
Steel Protective Coatingsq. ft.5,40005,40000
Deck
Reinforced Concrete Decksq. ft.5,08805,08800
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pier Caplinear ft.8078200
Joints
Pourable Jointlinear ft.160001600
Bearings
Movable Bearingeach1515000
Steel Protective Coatingsq. ft.1501500
Fixed Bearingeach1515000
Steel Protective Coatingsq. ft.1501500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Reinforced Concrete Bridge Raillinear ft.240240000