FAU 2 over SR 153


+35.03167, -85.18167
35°01'54" N, 85°10'54" 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:17.7 ft. [5.4 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,480 [as of 2015]
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]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.4GoodGoodGoodGoodFO26480
November 201492.6GoodGoodGoodGoodFO24200
November 201291.7FairSatisfactorySatisfactorySatisfactoryFO23590
November 201093.6FairSatisfactorySatisfactorySatisfactoryFO24760
November 200893.6FairSatisfactorySatisfactorySatisfactoryFO24900
November 200694.4FairSatisfactorySatisfactorySatisfactoryFO16600
January 200593.7FairSatisfactorySatisfactorySatisfactoryFO23920
October 200296.8FairSatisfactorySatisfactorySatisfactory-23090
November 200094.7FairSatisfactorySatisfactorySatisfactory-23940
October 199898.1FairSatisfactorySatisfactorySatisfactory-20680
September 199693.7FairSatisfactorySatisfactorySatisfactory-24080
October 199594.3FairSatisfactorySatisfactorySatisfactory-22400
March 199571.0PoorSeriousGoodGoodSD24840
November 199271.0PoorSeriousGoodGoodSD25400
January 199172.0PoorSeriousGoodGoodSD26220

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.776776000
Reinforced Concrete Girder/Beamlinear ft.1,5521,4797030
Reinforced Concrete Decksq. ft.20,17620,176000
Reinforced Concrete Columneach2423100
Reinforced Concrete Abutmentlinear ft.290283700
Reinforced Concrete Pier Caplinear ft.3122951520
Elastomeric Bearingeach1616000
Movable Bearingeach3232000
Fixed Bearingeach313313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.388388000