FAU 5676 347648R over SECOND CR & SOU RWY


+35.97167, -83.92639
35°58'18" N, 83°55'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 5676 347648R over SECOND CR & SOU RWY
Structure number:470A1310001
Location:JUST NE OF I40-I275 JCT
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:432.1 ft. [131.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Concrete [1]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:260 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.1 tons [78.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,806,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201480.5Functionally obsoleteSatisfactorySatisfactorySatisfactory260
June 201280.5Functionally obsoleteSatisfactorySatisfactorySatisfactory260
June 201080.5Functionally obsoleteSatisfactorySatisfactorySatisfactory260
June 200880.5Functionally obsoleteSatisfactorySatisfactorySatisfactory260
June 200675.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7410
May 200475.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7410
June 200275.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7410
June 200074.5Not deficientSatisfactorySatisfactorySatisfactory12000
June 199874.5Not deficientSatisfactorySatisfactorySatisfactory12000
March 199673.5Not deficientSatisfactorySatisfactorySatisfactory12000
December 199373.8Not deficientVery GoodSatisfactoryGood12000
May 199273.8Not deficientVery GoodSatisfactoryGood12000
May 19902.0Structurally deficientPoorCriticalPoor12000