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FAU 3601 over BRANCH

Map

Coordinates:
+35.08056, -85.18611
35°04'50" N, 85°11'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3601 over BRANCH
Structure number:33036010005
Location:1.1 MI S OF SR153
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:22.0 ft. [6.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
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:12,710 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.5

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201588.5Good7 out of 10-12710
June 201388.5Good7 out of 10-12710
June 201187.5Good7 out of 10-12710
May 200987.5Good7 out of 10-12710
June 200787.5Good7 out of 10-12710
May 200589.3Good7 out of 10-10310
May 200389.3Good7 out of 10-10310
May 200187.6Good7 out of 10-12550
May 199988.6Good7 out of 10-11210
June 199788.6Good7 out of 10-11150
April 199588.3Good7 out of 10-11540
April 199388.5Good7 out of 10-11280
June 199189.2Good7 out of 10-10370