DEL PRADO BLVD. over BIMINI CANAL
Map
Coordinates:
+26.55694, -81.9457426°33'25" N, 81°56'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DEL PRADO BLVD. over BIMINI CANAL |
Structure number: | 125608 |
Location: | 100FT S OF VIKING COURT |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Skew angle: | 15° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,200 [as of 2017] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 71.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 4200 | 71.1 |
November 2015 | Good | Good | Good | Good | 4200 | 71.1 |
November 2013 | Good | Good | Good | Good | 4200 | 71.1 |
November 2011 | Good | Good | Good | Good | 4200 | 71.1 |
November 2009 | Good | Good | Good | Good | 4200 | 75.7 |
November 2007 | Good | Good | Good | Good | 4200 | 76.0 |
November 2005 | Good | Good | Good | Good | 4200 | 76.0 |
November 2003 | Good | Good | Good | Good | 4200 | 76.0 |
November 2001 | Good | Good | Good | Good | 4200 | 76.0 |
November 1999 | Good | Good | Good | Good | 5090 | 74.9 |
November 1997 | Good | Good | Good | Good | 5090 | 74.6 |
September 1995 | Fair | Satisfactory | Good | Satisfactory | 4733 | 74.8 |
September 1993 | Fair | Fair | Fair | Satisfactory | 4733 | 29.7 |
August 1992 | Fair | Fair | Fair | Satisfactory | 4733 | 29.7 |
August 1991 | Fair | Fair | Fair | Satisfactory | 800 | 35.6 |