NWFWMD Rd over Evertt Slough 5
Map
Coordinates:
+30.14744, -85.1078630°08'51" N, 85°06'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NWFWMD Rd over Evertt Slough 5 |
Structure number: | 560807 |
Location: | 1.4 Miles West of FR 147 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.2 ft. [20.8 m] |
Total length: | 68.2 ft. [20.8 m] |
Roadway width between curbs: | 9.8 ft. [3.0 m] |
Deck width edge-to-edge: | 10.8 ft. [3.3 m] |
Owner: | Other State Agencies [21] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Other [00] |
Deck type: | Steel plate (includes orthotropic) [5] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 59.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Fair | Good | 25 | 59.6 |
May 2015 | Fair | Satisfactory | Fair | Good | 25 | 59.6 |
April 2013 | Fair | Good | Satisfactory | Good | 25 | 70.7 |
April 2011 | Fair | Good | Satisfactory | Good | 25 | 70.7 |
May 2009 | Fair | Good | Satisfactory | Good | 25 | 70.7 |
April 2007 | Fair | Good | Satisfactory | Good | 25 | 70.5 |
May 2005 | Fair | Good | Satisfactory | Good | 25 | 70.5 |
May 2003 | Fair | Good | Satisfactory | Good | 25 | 70.7 |
May 2001 | Fair | Good | Satisfactory | Good | 25 | 70.7 |
May 1999 | Good | Good | Good | Good | 25 | 72.7 |
May 1997 | Good | Very Good | Very Good | Very Good | 25 | 72.7 |