FAU 2 over SR 153


+35.03197, -85.18273
35°01'55" N, 85°10'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2 over SR 153
Structure number:33SR0020027
Location:SR-2 / SR-153 JCT.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:102.0 ft. [31.1 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
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: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,540 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood2454092.3
November 2016GoodGoodGoodGood2648092.4
November 2014GoodGoodGoodGood2420092.6
November 2012FairSatisfactorySatisfactorySatisfactory2359091.7
November 2010FairSatisfactorySatisfactorySatisfactory2476093.6
November 2008FairSatisfactorySatisfactorySatisfactory2490093.6
November 2006FairSatisfactorySatisfactorySatisfactory1660094.4
January 2005FairSatisfactorySatisfactorySatisfactory2392093.7
October 2002FairSatisfactorySatisfactorySatisfactory2309096.8
November 2000FairSatisfactorySatisfactorySatisfactory2394094.7
October 1998FairSatisfactorySatisfactorySatisfactory2068098.1
September 1996FairSatisfactorySatisfactorySatisfactory2408093.7
October 1995FairSatisfactorySatisfactorySatisfactory2240094.3
March 1995PoorSeriousGoodGood2484071.0
November 1992PoorSeriousGoodGood2540071.0
January 1991PoorSeriousGoodGood2622072.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.2,3282,21211060
Reinforced Concrete Top Flangesq. ft.20,17620,169070
Wearing Surfacessq. ft.19,78819,47343110
Reinforced Concrete Columneach2421300
Reinforced Concrete Abutmentlinear ft.2902453870
Reinforced Concrete Pier Caplinear ft.3122882130
Strip Seal Jointlinear ft.22045651100
Elastomeric Bearingeach1616000
Movable Bearingeach3232000
Fixed Bearingeach313313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.388388000