FAU 4986 over BRANCH


+35.03778, -85.15944
35°02'16" N, 85°09'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 4986 over BRANCH
Structure number:33049860001
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [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]
Sufficiency rating:81.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201581.9Good8 out of 10-4700
June 201379.9Good8 out of 10-4700
June 201182.9Good8 out of 10-4700
May 200982.9Good7 out of 10-4700
May 200782.9Good7 out of 10-4700
June 200581.9Good7 out of 10-6820
June 200381.9Good7 out of 10-6820
May 200182.8Good7 out of 10-4860
May 199980.4Good7 out of 10-10000
July 199780.8Good7 out of 10-9200
October 199480.6Good7 out of 10-9600