CR726(CITRUS BLVD) over BRANCH OF C-44 CANAL
Map
Coordinates:
+27.03497, -80.4031727°02'06" N, 80°24'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR726(CITRUS BLVD) over BRANCH OF C-44 CANAL |
Structure number: | 890015 |
Location: | 3.6 Mi. E of SR-710 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1968 |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,600 [as of 2017] |
Truck traffic: | 15% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Fair | Good | 2600 | 80.0 |
December 2015 | Good | Good | Good | Good | 2600 | 92.2 |
December 2013 | Good | Good | Good | Good | 2341 | 92.3 |
December 2011 | Good | Good | Good | Good | 2341 | 92.3 |
December 2009 | Good | Good | Good | Good | 2341 | 91.4 |
December 2007 | Good | Good | Good | Good | 2341 | 91.4 |
December 2005 | Good | Good | Good | Good | 2341 | 90.4 |
December 2003 | Good | Good | Good | Good | 2341 | 90.4 |
December 2001 | Good | Good | Good | Good | 2341 | 90.4 |
December 1999 | Good | Good | Good | Good | 1500 | 91.7 |
December 1997 | Good | Good | Good | Good | 1500 | 91.7 |
December 1995 | Good | Good | Good | Good | 1500 | 92.0 |
September 1993 | Good | Good | Good | Good | 270 | 93.9 |
February 1993 | Good | Good | Good | Good | 250 | 73.1 |
September 1991 | Good | Good | Good | Good | 250 | 73.1 |