FAU 3604 (SA 3323) over BRANCH


+35.05160, -85.13723
35°03'06" N, 85°08'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3604 (SA 3323) over BRANCH
Structure number:33036040011
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,070 [as of 2018]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$109,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 10807074.1
June 2015Good7 out of 10807074.1
June 2013Good7 out of 10807074.1
June 2011Good7 out of 10807074.1
May 2009Fair6 out of 10807074.1
June 2007Fair6 out of 10807074.1
May 2005Fair6 out of 10789074.2
June 2003Fair6 out of 10789074.2
May 2001Fair6 out of 10750074.4
April 1999Fair6 out of 101061072.9
June 1997Good7 out of 101035073.0
April 1995Good7 out of 101041073.0
April 1993Good7 out of 10945073.4
June 1991Good7 out of 10841073.9