DIPLOMAT PKWY WB over ZANZABAR CANAL
Map
Coordinates:
+26.68224, -81.9930026°40'56" N, 81°59'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DIPLOMAT PKWY WB over ZANZABAR CANAL |
Structure number: | 125578 |
Location: | 300YDS W OF NELSON RD |
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: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1974 |
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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for other load-capacity restriction [R] |
Average daily traffic: | 6,400 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 65.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Fair | Good | 6400 | 65.6 |
December 2015 | Good | Good | Good | Good | 6400 | 77.7 |
December 2013 | Good | Good | Good | Good | 6400 | 77.7 |
December 2011 | Good | Good | Good | Good | 6400 | 68.0 |
December 2009 | Good | Good | Good | Good | 6400 | 78.6 |
December 2007 | Good | Good | Good | Good | 6400 | 78.6 |
December 2005 | Good | Good | Good | Good | 1000 | 87.7 |
December 2003 | Good | Good | Good | Good | 350 | 94.0 |
October 2001 | Good | Good | Good | Good | 125 | 94.0 |
October 1999 | Good | Good | Good | Good | 125 | 90.0 |
October 1997 | Good | Good | Good | Good | 100 | 89.0 |
October 1995 | Good | Good | Good | Good | 100 | 89.0 |
October 1993 | Good | Good | Good | Good | 75 | 84.8 |
September 1992 | Fair | Fair | Fair | Good | 75 | 65.3 |
September 1991 | Fair | Fair | Fair | Good | 75 | 65.3 |