+35.96861, -83.91750
35°58'07" N, 83°55'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3766 over FIRST CREEK
Structure number:47037880005
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.5 ft. [29.4 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:85.1 tons [77.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.6GoodVery GoodVery GoodVery Good-19400
June 201491.6GoodVery GoodVery GoodVery Good-19400
June 201291.6GoodVery GoodVery GoodVery Good-19400
June 201091.6GoodVery GoodVery GoodVery Good-19400
June 200891.6GoodVery GoodVery GoodVery Good-19400
November 200691.0GoodExcellentExcellentExcellent-18650
May 200478.8GoodGoodGoodGoodFO15530
May 200277.9FairFairSatisfactorySatisfactoryFO15070
April 200077.8FairFairSatisfactorySatisfactoryFO15220
June 199874.2FairFairSatisfactorySatisfactoryFO23490
May 199674.7FairSatisfactorySatisfactorySatisfactoryFO24800
September 199380.2FairSatisfactorySatisfactorySatisfactory-22700
October 199180.7FairSatisfactorySatisfactorySatisfactory-21400