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SR 2 (WBL) over WEST CHICKAMAUGA CREEK

Map

Coordinates:
+34.94136, -85.21964
34°56'29" N, 85°13'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2 (WBL) over WEST CHICKAMAUGA CREEK
Structure number:000000004700060
Location:2.4 MI SE FT OGLETHORPE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:15°
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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.9
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryVery GoodSatisfactory3139096.9
December 2016FairSatisfactoryVery GoodSatisfactory3139096.9
December 2014FairGoodGoodSatisfactory3139096.9
December 2012FairGoodVery GoodSatisfactory3139096.9
November 2010FairGoodVery GoodSatisfactory3151096.9
January 2009FairGoodVery GoodSatisfactory3151096.9
November 2006FairGoodVery GoodSatisfactory2789096.9
November 2004GoodGoodVery GoodGood2704096.9
November 2002GoodGoodVery GoodGood29100100.0
November 2000GoodGoodVery GoodGood20570100.0
March 1999GoodGoodVery GoodGood20570100.0
November 1996GoodGoodVery GoodGood2057098.0
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.900900000
Steel Protective Coatingsq. ft.8,10008,10000
Deck
Reinforced Concrete Decksq. ft.7,63207,63200
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.88781000
Reinforced Concrete Pier Caplinear ft.8080000
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.360360000
Reinforced Concrete Bridge Raillinear ft.360360000