FAU 319 over BRANCH
Map
Coordinates:
+35.20293, -85.1525735°12'11" N, 85°09'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAU 319 over BRANCH |
Structure number: | 33S43060007 |
Location: | 7.94 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: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 53.5 ft. [16.3 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
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: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,530 [as of 2017] |
Truck traffic: | 3% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry 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] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2017 | Good | 7 out of 10 | 9530 | 96.4 |
April 2015 | Good | 7 out of 10 | 9000 | 96.6 |
April 2013 | Good | 7 out of 10 | 8940 | 96.7 |
April 2011 | Good | 7 out of 10 | 9250 | 96.5 |
April 2009 | Good | 7 out of 10 | 8320 | 96.9 |
April 2007 | Good | 7 out of 10 | 9370 | 96.5 |
April 2005 | Good | 7 out of 10 | 9040 | 96.6 |
February 2003 | Good | 7 out of 10 | 9940 | 93.3 |
March 2001 | Good | 7 out of 10 | 9600 | 96.4 |
February 1999 | Good | 7 out of 10 | 9320 | 96.5 |
April 1997 | Good | 7 out of 10 | 13920 | 94.8 |
March 1995 | Good | 7 out of 10 | 14480 | 94.6 |
April 1993 | Good | 7 out of 10 | 9680 | 96.4 |
February 1991 | Good | 7 out of 10 | 11840 | 95.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 174 | 164 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 44 | 44 | 0 | 0 | 0 |