NAVY ROAD over MAN MADE CANALS
Map
Coordinates:
+35.78167, -75.9000035°46'54" N, 75°54'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NAVY ROAD over MAN MADE CANALS |
Structure number: | 000041630-00006 |
Location: | ALLIGATOR RIVER NWR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | Bureau of Fish and Wildlife [63] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2017] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Good | Very Good | 60 | 88.5 |
May 2015 | Good | Very Good | Good | Very Good | 60 | 88.5 |
May 2013 | Good | Very Good | Good | Very Good | 60 | 88.5 |
April 2011 | Good | Very Good | Good | Very Good | 60 | 88.5 |
May 2009 | Good | Very Good | Good | Very Good | 60 | 88.5 |
May 2007 | Good | Very Good | Very Good | Very Good | 60 | 88.5 |
April 2005 | Good | Very Good | Very Good | Very Good | 60 | 88.5 |
April 2003 | Good | Excellent | Excellent | Excellent | 30 | 88.5 |
April 2001 | Fair | Fair | Fair | Fair | 30 | 57.3 |
April 1999 | Fair | Fair | Fair | Fair | 30 | 57.3 |
April 1997 | Fair | Fair | Fair | Satisfactory | 30 | 57.3 |
February 1995 | Fair | Fair | Fair | Satisfactory | 30 | 57.3 |