FAU 62 347643G over SOU RWY SECOND CR & E571


+35.96417, -83.92694
35°57'51" N, 83°55'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 62 347643G over SOU RWY SECOND CR & E571
Structure number:47SR0620015
Location:1.4 M W OF I75
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:154.9 ft. [47.2 m]
Total length:376.0 ft. [114.6 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:15,050 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201680.9Functionally obsoleteVery GoodVery GoodGood15050
January 201481.4Functionally obsoleteVery GoodVery GoodGood14410
January 201278.0Functionally obsoleteVery GoodVery GoodVery Good19270
February 201078.0Functionally obsoleteVery GoodVery GoodVery Good20560
March 200878.0Functionally obsoleteVery GoodVery GoodVery Good20930
February 200679.6Functionally obsoleteVery GoodVery GoodVery Good17870
February 200479.0Functionally obsoleteVery GoodExcellentExcellent19530
November 200179.0Not deficientVery GoodExcellentExcellent21760
December 19990.0Not applicable---50
February 199882.6Not deficientExcellentExcellentExcellent12720
September 199579.0Not deficientExcellentExcellentExcellent21620
August 199479.0Not deficientExcellentExcellentExcellent20600
March 19929.5Structurally deficientPoorSeriousSerious19400
February 199024.5Structurally deficientPoorPoorPoor19400