FORT DENAUD BR WAY over CALOOSAHATCHEE RIVER
Map
Coordinates:
+26.74474, -81.5104226°44'41" N, 81°30'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FORT DENAUD BR WAY over CALOOSAHATCHEE RIVER |
Structure number: | 070013 |
Location: | 2.5MI NORTH OF SR 80 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 191.0 ft. [58.2 m] |
Total length: | 434.7 ft. [132.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Movable - Swing [17] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,000 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | In place but in a deteriorated condition [3] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 10.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Fair | Fair | 1000 | 10.1 |
May 2015 | Fair | Satisfactory | Fair | Fair | 1000 | 10.1 |
May 2013 | Fair | Satisfactory | Fair | Fair | 1000 | 10.1 |
May 2011 | Fair | Satisfactory | Fair | Fair | 820 | 47.7 |
June 2009 | Fair | Satisfactory | Fair | Fair | 820 | 47.7 |
June 2007 | Fair | Satisfactory | Fair | Fair | 820 | 47.7 |
June 2005 | Fair | Good | Fair | Fair | 820 | 47.7 |
June 2003 | Fair | Good | Fair | Fair | 820 | 47.7 |
June 2001 | Fair | Good | Satisfactory | Fair | 820 | 47.8 |
June 1999 | Fair | Good | Satisfactory | Fair | 820 | 45.8 |
June 1997 | Fair | Very Good | Very Good | Fair | 820 | 48.7 |
July 1995 | Fair | Very Good | Very Good | Fair | 800 | 48.7 |
July 1993 | Fair | Good | Good | Satisfactory | 800 | 58.8 |
April 1992 | Fair | Good | Good | Satisfactory | 800 | 58.8 |
April 1991 | Fair | Good | Good | Satisfactory | 800 | 58.8 |