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FAU 5676 347648R over SECOND CR & SOU RWY

Map

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

Facts

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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2017]
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201680.5FairSatisfactorySatisfactorySatisfactoryFO260
June 201480.5FairSatisfactorySatisfactorySatisfactoryFO260
June 201280.5FairSatisfactorySatisfactorySatisfactoryFO260
June 201080.5FairSatisfactorySatisfactorySatisfactoryFO260
June 200880.5FairSatisfactorySatisfactorySatisfactoryFO260
June 200675.1FairSatisfactorySatisfactorySatisfactoryFO7410
May 200475.1FairSatisfactorySatisfactorySatisfactoryFO7410
June 200275.1FairSatisfactorySatisfactorySatisfactoryFO7410
June 200074.5FairSatisfactorySatisfactorySatisfactory-12000
June 199874.5FairSatisfactorySatisfactorySatisfactory-12000
March 199673.5FairSatisfactorySatisfactorySatisfactory-12000
December 199373.8FairVery GoodSatisfactoryGood-12000
May 199273.8FairVery GoodSatisfactoryGood-12000
May 19902.0PoorPoorCriticalPoorSD12000