DEL PRADO BLVD NB over LIDO CANAL
Map
Coordinates:
+26.59996, -81.9413626°35'60" N, 81°56'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DEL PRADO BLVD NB over LIDO CANAL |
Structure number: | 124062 |
Location: | 0.5MI S OF VET MEM PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 31.2 ft. [9.5 m] |
Total length: | 93.5 ft. [28.5 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: | 43,000 [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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 43000 | 74.0 |
June 2015 | Good | Good | Good | Good | 42800 | 74.0 |
June 2013 | Good | Good | Good | Good | 42800 | 74.0 |
June 2011 | Good | Good | Good | Good | 42800 | 75.4 |
June 2009 | Fair | Good | Good | Satisfactory | 42800 | 75.4 |
June 2007 | Fair | Good | Good | Satisfactory | 9000 | 77.5 |
June 2005 | Fair | Good | Good | Satisfactory | 9000 | 77.5 |
June 2003 | Fair | Good | Good | Satisfactory | 4120 | 77.8 |
August 2001 | Fair | Good | Good | Satisfactory | 4120 | 77.8 |
August 1999 | Fair | Satisfactory | Good | Satisfactory | 31200 | 76.1 |
August 1997 | Fair | Satisfactory | Good | Satisfactory | 31200 | 74.2 |
August 1995 | Fair | Good | Good | Satisfactory | 29000 | 75.2 |
August 1993 | Fair | Good | Good | Satisfactory | 29000 | 70.6 |
July 1992 | Fair | Fair | Fair | Good | 29000 | 58.8 |
July 1991 | Fair | Fair | Fair | Good | 29000 | 58.8 |