TRAFALGAR PKWY over PROGRESS CANAL
Map
Coordinates:
+26.62275, -82.0101726°37'22" N, 82°00'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TRAFALGAR PKWY over PROGRESS CANAL |
Structure number: | 125542 |
Location: | 0.2MI W OF CHIQUITA BLVD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 52.8 ft. [16.1 m] |
Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1975 |
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: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,880 [as of 2017] |
Truck traffic: | 20% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 2880 | 94.4 |
November 2015 | Good | Good | Good | Good | 2880 | 94.4 |
November 2013 | Good | Good | Good | Good | 2880 | 94.4 |
November 2011 | Good | Good | Good | Good | 2880 | 94.4 |
November 2009 | Good | Good | Good | Good | 2880 | 94.4 |
November 2007 | Good | Good | Good | Good | 2880 | 94.4 |
November 2005 | Good | Good | Good | Good | 3200 | 75.4 |
December 2003 | Good | Good | Good | Good | 3200 | 76.4 |
September 2001 | Good | Good | Good | Good | 3200 | 81.0 |
September 1999 | Good | Good | Good | Good | 320 | 93.1 |
September 1997 | Good | Good | Good | Good | 320 | 87.8 |
September 1995 | Good | Good | Good | Good | 300 | 87.6 |
September 1993 | Good | Good | Good | Good | 300 | 87.8 |
August 1992 | Fair | Fair | Fair | Good | 300 | 74.8 |
August 1991 | Fair | Fair | Fair | Good | 300 | 74.8 |