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FAU 319 over BRANCH

Map

Coordinates:
+35.20097, -85.15770
35°12'03" N, 85°09'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 319 over BRANCH
Structure number:33S43060005
Location:7.61 MI. E OF SR-153 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1985
Year reconstructed:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,270 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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]
Sufficiency rating:92.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 101727092.5
April 2015Good7 out of 101703092.5
April 2013Good7 out of 101647092.8
April 2011Good7 out of 101665089.7
April 2009Fair6 out of 101544090.1
April 2007Fair6 out of 101569090.1
April 2005Fair6 out of 101579090.0
February 2003Fair6 out of 101554090.1
March 2001Fair6 out of 101475093.4
February 1999Fair6 out of 101506093.3
April 1997Fair6 out of 101291094.1
March 1995Good7 out of 101426093.6
April 1993Good7 out of 101474093.4
February 1991Good7 out of 101317094.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.3803602000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3838000