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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201592.0Not deficientGoodVery GoodVery Good12010
December 201392.5Not deficientGoodVery GoodVery Good10630
January 201292.3Not deficientGoodVery GoodVery Good11280
January 201092.3Not deficientGoodVery GoodVery Good15340
February 200894.2Not deficientGoodVery GoodVery Good15580
January 200693.3Not deficientGoodVery GoodVery Good17840
January 200493.8Not deficientGoodVery GoodVery Good16570
October 200193.3Not deficientExcellentExcellentExcellent17900
November 199990.8Not deficientExcellentExcellentExcellent19230
January 199892.5Not deficientExcellentExcellentExcellent14660
December 19952.0Structurally deficientPoorPoorPoor15590
June 199421.9Structurally deficientPoorPoorPoor23320
December 199121.9Structurally deficientPoorPoorPoor16700
February 199021.9Structurally deficientPoorPoorPoor16700