FAU 1 730591V over SOU RAILWAY


+35.97611, -83.91417
35°58'34" N, 83°54'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 1 730591V over SOU RAILWAY
Structure number:47SR0010031
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.4 ft. [23.9 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1997
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,010 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:92.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201592.0GoodGoodVery GoodVery Good-12010
December 201392.5GoodGoodVery GoodVery Good-10630
January 201292.3GoodGoodVery GoodVery Good-11280
January 201092.3GoodGoodVery GoodVery Good-15340
February 200894.2GoodGoodVery GoodVery Good-15580
January 200693.3GoodGoodVery GoodVery Good-17840
January 200493.8GoodGoodVery GoodVery Good-16570
October 200193.3GoodExcellentExcellentExcellent-17900
November 199990.8GoodExcellentExcellentExcellent-19230
January 199892.5GoodExcellentExcellentExcellent-14660
December 19952.0PoorPoorPoorPoorSD15590
June 199421.9PoorPoorPoorPoorSD23320
December 199121.9PoorPoorPoorPoorSD16700
February 199021.9PoorPoorPoorPoorSD16700