CHIQUITA BLVD over SHAUGHNESSEY CANAL
Map
Coordinates:
+26.59978, -82.0070526°35'59" N, 82°00'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHIQUITA BLVD over SHAUGHNESSEY CANAL |
Structure number: | 125682 |
Location: | 0.5 MI N OF GLEASON BLVD |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 5.9 ft. [1.8 m] |
Total length: | 29.9 ft. [9.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,200 [as of 2017] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 79.7 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2017 | Good | 7 out of 10 | 19200 | 79.7 |
November 2015 | Good | 7 out of 10 | 19200 | 79.7 |
November 2013 | Good | 7 out of 10 | 19200 | 79.7 |
November 2011 | Good | 7 out of 10 | 19200 | 79.7 |
November 2009 | Good | 7 out of 10 | 19200 | 79.7 |
November 2007 | Good | 7 out of 10 | 19200 | 77.7 |
November 2005 | Good | 7 out of 10 | 8310 | 79.6 |
November 2003 | Good | 7 out of 10 | 8310 | 79.6 |
November 2001 | Good | 7 out of 10 | 8310 | 79.6 |
November 1999 | Good | 7 out of 10 | 8310 | 79.6 |
November 1997 | Good | 7 out of 10 | 8310 | 42.0 |
November 1995 | Good | 7 out of 10 | 7748 | 42.0 |
October 1993 | Good | 7 out of 10 | 7748 | 81.6 |
September 1991 | Good | 7 out of 10 | 2000 | 82.6 |