SW 12TH AVE. NB over CITRUS CANAL
Map
Coordinates:
+26.54688, -81.9997026°32'49" N, 81°59'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SW 12TH AVE. NB over CITRUS CANAL |
Structure number: | 125500 |
Location: | 0.1MI S of ELDORADO PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 93.5 ft. [28.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 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] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
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: | 1,250 [as of 2017] |
Truck traffic: | 1% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 1250 | 95.9 |
November 2015 | Good | Good | Good | Good | 250 | 97.0 |
November 2013 | Good | Good | Good | Good | 250 | 97.0 |
November 2011 | Good | Good | Good | Good | 250 | 97.0 |
November 2009 | Good | Good | Good | Good | 250 | 98.0 |
November 2007 | Good | Good | Good | Good | 250 | 97.0 |
November 2005 | Good | Good | Good | Good | 250 | 97.0 |
November 2003 | Good | Good | Good | Good | 200 | 97.0 |
September 2001 | Good | Good | Good | Good | 200 | 97.0 |
September 1999 | Good | Good | Good | Good | 190 | 97.0 |
September 1997 | Good | Good | Good | Good | 190 | 92.0 |
September 1995 | Good | Good | Good | Good | 175 | 92.0 |
September 1993 | Good | Good | Good | Good | 175 | 86.0 |
August 1991 | Good | Good | Good | Good | 175 | 86.0 |