CR708 SE BRIDGE RD over INTRACOASTAL WATERWAY
Map
Coordinates:
+27.06467, -80.1223027°03'53" N, 80°07'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR708 SE BRIDGE RD over INTRACOASTAL WATERWAY |
Structure number: | 890107 |
Location: | 0.9 M E OF US-1 ON CR-708 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 138.8 ft. [42.3 m] |
Total length: | 382.6 ft. [116.6 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Open Grating [3] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,502 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 78.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Good | 10502 | 78.9 |
October 2015 | Fair | Good | Satisfactory | Good | 10502 | 78.9 |
October 2013 | Fair | Good | Satisfactory | Good | 10502 | 78.9 |
October 2011 | Fair | Good | Satisfactory | Good | 10502 | 78.9 |
October 2009 | Good | Good | Good | Good | 10502 | 78.2 |
October 2007 | Good | Good | Good | Good | 10502 | 78.2 |
October 2005 | Good | Good | Good | Good | 10502 | 78.2 |
October 2003 | Good | Good | Good | Good | 10502 | 79.2 |
October 2001 | Good | Good | Good | Good | 10502 | 79.2 |
October 1999 | Good | Good | Good | Good | 4480 | 86.8 |
October 1997 | Good | Good | Good | Good | 4480 | 86.6 |
December 1995 | Good | Good | Good | Good | 4480 | 86.7 |
November 1993 | Good | Good | Good | Good | 4480 | 82.1 |
November 1991 | Good | Good | Good | Good | 4307 | 82.4 |
November 1990 | Good | Very Good | Very Good | Very Good | 4307 | 82.4 |