LINTON BLVD. over INTRACOASTAL WATERWAY
Map
Coordinates:
+26.43977, -80.0652126°26'23" N, 80°03'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LINTON BLVD. over INTRACOASTAL WATERWAY |
Structure number: | 930322 |
Location: | 0.2MI EAST OF US-1 (SR-5) |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 115.5 ft. [35.2 m] |
Total length: | 1390.8 ft. [423.9 m] |
Roadway width between curbs: | 69.2 ft. [21.1 m] |
Deck width edge-to-edge: | 102.4 ft. [31.2 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,500 [as of 2018] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 79.0 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 79.0 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 79.0 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 79.0 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 69.3 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 69.3 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 69.3 |
August 2004 | Good | Good | Good | Good | 20500 | 69.3 |
August 2003 | Good | Good | Good | Good | 20500 | 69.3 |
August 2002 | Good | Good | Good | Good | 20500 | 69.3 |
August 2001 | Good | Good | Good | Good | 20500 | 70.3 |
August 2000 | Good | Good | Good | Good | 20500 | 70.3 |
August 1998 | Good | Good | Good | Good | 20500 | 70.3 |
August 1996 | Good | Good | Good | Good | 20500 | 70.6 |
November 1995 | Good | Good | Good | Good | 20500 | 81.7 |
June 1993 | Good | Good | Good | Good | 20500 | 81.7 |
June 1991 | Good | Good | Good | Good | 12571 | 83.7 |