S BAYSHORE BLVD. over ALLIGATOR LAKE SPILLWAY
Map
Coordinates:
+27.97971, -82.6949427°58'47" N, 82°41'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S BAYSHORE BLVD. over ALLIGATOR LAKE SPILLWAY |
Structure number: | 157003 |
Location: | 1.5 MI N OF SR-60 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1988 |
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: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,200 [as of 2017] |
Truck traffic: | 3% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 95.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 8200 | 95.2 |
April 2015 | Good | Good | Good | Good | 5000 | 96.6 |
April 2013 | Good | Good | Good | Good | 5000 | 98.6 |
April 2011 | Good | Good | Good | Good | 5000 | 98.6 |
April 2009 | Good | Good | Good | Good | 5000 | 97.6 |
April 2007 | Good | Good | Good | Good | 5000 | 96.6 |
April 2005 | Good | Good | Good | Good | 5000 | 96.6 |
April 2003 | Good | Good | Good | Good | 5000 | 96.6 |
April 2001 | Good | Good | Good | Good | 5000 | 96.6 |
April 1999 | Good | Good | Good | Good | 5000 | 96.9 |
April 1997 | Good | Good | Good | Good | 5000 | 91.0 |
April 1995 | Good | Good | Good | Good | 5000 | 87.2 |
April 1993 | Good | Good | Good | Good | 5000 | 87.0 |
April 1992 | Good | Very Good | Very Good | Very Good | 5000 | 94.2 |
April 1991 | Good | Very Good | Very Good | Very Good | 5000 | 94.2 |