OLD BURNT STORE RD over ROSEMARYS CANAL
Map
Coordinates:
+26.64701, -82.0560426°38'49" N, 82°03'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD BURNT STORE RD over ROSEMARYS CANAL |
Structure number: | 125729 |
Location: | 0.4MI S OF EMBERS PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1983 |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 406 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 87.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 406 | 87.9 |
December 2015 | Good | Good | Good | Good | 406 | 86.9 |
December 2013 | Good | Good | Good | Good | 406 | 86.9 |
December 2011 | Good | Good | Good | Good | 406 | 96.0 |
December 2009 | Good | Good | Good | Good | 406 | 96.0 |
December 2007 | Good | Good | Good | Good | 406 | 96.0 |
December 2005 | Good | Good | Good | Good | 3900 | 78.8 |
December 2003 | Good | Good | Good | Good | 3900 | 78.8 |
November 2001 | Good | Good | Good | Good | 3900 | 78.8 |
November 1999 | Good | Good | Good | Good | 110 | 91.0 |
November 1997 | Good | Good | Good | Good | 110 | 84.5 |
November 1995 | Good | Good | Good | Good | 100 | 89.0 |
November 1993 | Good | Good | Good | Good | 100 | 73.4 |
October 1992 | Fair | Fair | Fair | Good | 100 | 62.4 |
October 1991 | Fair | Fair | Fair | Good | 100 | 62.4 |