COLLEGE PARKWAY EB over CALOOSAHATCHEE RIVER
Map
Coordinates:
+26.56111, -81.9291526°33'40" N, 81°55'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLLEGE PARKWAY EB over CALOOSAHATCHEE RIVER |
Structure number: | 124065 |
Location: | 0.7MI E OF DEL PRADO BLVD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Tolls: | Yes [1] |
Length of largest span: | 134.8 ft. [41.1 m] |
Total length: | 3412.2 ft. [1040.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Vertical clearance below bridge: | 52.5 ft. [16.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
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: | 39 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 37,960 [as of 2017] |
Truck traffic: | 10% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 98.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 37960 | 98.2 |
August 2015 | Good | Good | Good | Good | 37960 | 98.2 |
August 2013 | Good | Good | Good | Good | 37960 | 98.2 |
August 2011 | Good | Good | Good | Good | 37960 | 98.2 |
August 2009 | Good | Good | Good | Good | 37960 | 98.2 |
August 2007 | Good | Good | Good | Good | 24800 | 98.8 |
August 2005 | Good | Good | Good | Good | 24800 | 98.8 |
August 2003 | Good | Good | Good | Good | 24800 | 98.8 |
August 2001 | Good | Good | Good | Good | 24800 | 97.8 |
November 1999 | Good | Good | Good | Good | 22667 | 98.9 |
November 1997 | Good | Good | Good | Good | 21600 | 98.0 |
November 1995 | Good | Good | Good | Good | 20000 | 98.5 |
January 1994 | Good | Very Good | Good | Very Good | 20000 | 98.5 |
December 1991 | Good | Very Good | Very Good | Very Good | 20000 | 98.5 |