ROSE GARDEN (WB) over CELLINI CANAL
Map
Coordinates:
+26.54568, -81.9895826°32'44" N, 81°59'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROSE GARDEN (WB) over CELLINI CANAL |
Structure number: | 125743 |
Location: | .5MI S OF ELDORADO 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: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1984 |
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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [as of 2017] |
Truck traffic: | 2% 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 1100 | 93.0 |
November 2015 | Good | Good | Good | Good | 1100 | 93.0 |
November 2013 | Good | Good | Good | Good | 1100 | 93.0 |
November 2011 | Good | Good | Good | Good | 1100 | 93.0 |
November 2009 | Good | Good | Good | Good | 1100 | 93.0 |
November 2007 | Good | Good | Good | Good | 1100 | 77.9 |
November 2005 | Good | Good | Good | Good | 200 | 88.0 |
November 2003 | Good | Good | Good | Good | 200 | 88.0 |
November 2001 | Good | Good | Good | Good | 200 | 88.0 |
November 1999 | Fair | Good | Good | Satisfactory | 160 | 83.0 |
November 1997 | Fair | Good | Good | Satisfactory | 160 | 91.0 |
September 1995 | Fair | Good | Good | Satisfactory | 150 | 83.0 |
September 1993 | Good | Good | Good | Good | 150 | 83.2 |
August 1992 | Fair | Fair | Fair | Good | 150 | 71.2 |
August 1991 | Fair | Fair | Fair | Good | 150 | 71.2 |