FAU 3594 over BRANCH


+35.13427, -85.30513
35°08'03" N, 85°18'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3594 over BRANCH
Structure number:33M35940001
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,240 [as of 2018]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:96.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 10124096.7
June 2015Good7 out of 10124089.4
June 2013Good7 out of 10124089.4
June 2011Good7 out of 10124089.4
May 2009Good7 out of 10124089.4
May 2007Good7 out of 10124089.4
June 2005Good7 out of 10359089.3
June 2003Good7 out of 10359089.3
May 2001Good7 out of 10126089.4
April 1999Good7 out of 10170088.3
June 1997Good7 out of 10105088.4
April 1995Fair6 out of 1098088.4
April 1993Fair6 out of 1074088.4
June 1991Fair6 out of 1064088.4