+35.13944, -85.23389
35°08'22" N, 85°14'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 319 841992C over SOUTHERN RAILWAY
Structure number:33S43060009
Location:0.84 MI. E OF SR-153 JCT.
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,080 [as of 2015]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:78.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,663,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201578.8GoodGoodGoodGoodFO31080
April 201378.0GoodGoodGoodGoodFO29970
April 201179.1GoodGoodGoodGoodFO29390
April 200989.9GoodGoodGoodGoodFO26940
April 200789.8GoodGoodGoodGoodFO27520
April 200589.7GoodGoodGoodGoodFO28550
February 200389.2GoodGoodGoodGoodFO31730
March 200191.9GoodGoodGoodGood-27450
February 199992.5GoodGoodGoodGood-23740
April 199792.4GoodGoodGoodGood-24550
April 199591.7GoodGoodGoodGood-27030
January 199391.9GoodGoodGoodGood-26200
January 199157.2FairSatisfactorySatisfactoryFairFO23300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.800797300
Reinforced Concrete Girder/Beamlinear ft.800795410
Prestressed Concrete Decksq. ft.7,0407,040000
Prestressed Concrete Top Flangesq. ft.4,4804,480000
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pier Caplinear ft.3042778190
Movable Bearingeach2525000
Enclosed/Concealed Bearingeach2020000
Fixed Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000