+35.05333, -85.18417
35°03'12" N, 85°11'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3580 over FRIAR BRANCH
Structure number:33S43410009
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.6 ft. [14.5 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:3
Main spans material:Prestressed concrete continuous [6]
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: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,180 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201592.4GoodVery GoodExcellentVery Good-20180
June 201392.4GoodVery GoodExcellentVery Good-20180
June 201192.4GoodVery GoodExcellentVery Good-20180
June 200992.4GoodVery GoodExcellentVery Good-20180
June 200792.4GoodVery GoodExcellentExcellent-20180
May 200590.3GoodVery GoodExcellentExcellent-25800
June 200353.0FairFairFairSatisfactoryFO25800
May 200154.9FairFairFairSatisfactoryFO23890
April 199967.9FairFairSatisfactorySatisfactoryFO24770
July 199769.2FairFairSatisfactorySatisfactoryFO21960
April 199571.2FairGoodGoodSatisfactoryFO20270
May 199370.9FairGoodGoodSatisfactoryFO20880
June 199172.7FairGoodGoodSatisfactoryFO17100