CR-717 over OKEECHOBEE RIM CANAL
Map
Coordinates:
+26.70552, -80.7130426°42'20" N, 80°42'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-717 over OKEECHOBEE RIM CANAL |
Structure number: | 930072 |
Location: | 1.9 MI WEST OF SR-715 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 154.2 ft. [47.0 m] |
Total length: | 446.2 ft. [136.0 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Movable - Swing [17] |
Deck type: | Open Grating [3] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,260 [as of 2018] |
Truck traffic: | 1% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 but in a deteriorated condition [3] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 47.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $438,633,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Satisfactory | Good | 1260 | 47.8 |
September 2016 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
September 2014 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
September 2012 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
September 2010 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
September 2008 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
September 2006 | Fair | Good | Satisfactory | Good | 1260 | 46.8 |
October 2004 | Fair | Very Good | Satisfactory | Good | 1260 | 47.8 |
October 2002 | Fair | Very Good | Satisfactory | Good | 1260 | 51.0 |
October 2001 | Good | Very Good | Very Good | Very Good | 1260 | 51.0 |
October 2000 | Good | Very Good | Very Good | Very Good | 800 | 55.6 |
October 1998 | Good | Excellent | Excellent | Excellent | 800 | 55.6 |
October 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 800 | 16.3 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 23.8 |
September 1993 | Fair | Good | Satisfactory | Satisfactory | 500 | 25.6 |
August 1991 | Fair | Good | Satisfactory | Satisfactory | 500 | 36.2 |