DEL PRADO BLVD. over MELAGA CANAL
Map
Coordinates:
+26.56616, -81.9438726°33'58" N, 81°56'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DEL PRADO BLVD. over MELAGA CANAL |
Structure number: | 124059 |
Location: | 0.2MI N of CAPE CORAL PKW |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 68.9 ft. [21.0 m] |
Roadway width between curbs: | 76.4 ft. [23.3 m] |
Deck width edge-to-edge: | 101.1 ft. [30.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 39,500 [as of 2017] |
Truck traffic: | 10% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 86.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 39500 | 86.9 |
June 2015 | Good | Good | Good | Good | 29630 | 88.4 |
June 2013 | Good | Good | Good | Good | 29630 | 92.2 |
June 2011 | Good | Good | Good | Good | 29630 | 92.2 |
June 2009 | Good | Good | Good | Good | 29630 | 94.2 |
June 2007 | Good | Good | Good | Good | 9000 | 95.2 |
June 2005 | Good | Good | Good | Good | 8240 | 95.2 |
June 2003 | Good | Good | Good | Good | 8240 | 95.2 |
August 2001 | Good | Good | Good | Good | 8240 | 95.2 |
August 1999 | Fair | Good | Good | Satisfactory | 21600 | 95.0 |
August 1997 | Good | Good | Good | Good | 21600 | 90.8 |
August 1995 | Fair | Good | Good | Satisfactory | 20000 | 88.8 |
August 1993 | Fair | Good | Good | Satisfactory | 20000 | 91.4 |
July 1991 | Fair | Fair | Fair | Good | 20000 | 80.1 |