Share: 
WOOLBRIGHT ROAD over INTRACOASTAL WATERWAY
Map
Coordinates:
+26.51450, -80.05567
26°30'52" N, 80°03'20" W
+26.51450, -80.05567
26°30'52" N, 80°03'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WOOLBRIGHT ROAD over INTRACOASTAL WATERWAY |
| Structure number: | 930214 |
| Location: | 0.25MI E OF US 1 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 145.7 ft. [44.4 m] |
| Total length: | 456.1 ft. [139.0 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1967 |
| 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: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,625 [as of 2017] |
| Truck traffic: | 11% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 63.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Good | Good | Good | 9625 | 63.0 |
| May 2015 | Good | Good | Good | Good | 9625 | 63.0 |
| May 2013 | Good | Good | Good | Good | 9625 | 63.0 |
| May 2011 | Good | Good | Good | Good | 9625 | 63.0 |
| May 2009 | Good | Good | Good | Good | 9625 | 61.0 |
| May 2007 | Good | Good | Good | Good | 9625 | 61.0 |
| May 2005 | Good | Good | Good | Good | 9625 | 61.0 |
| May 2003 | Good | Good | Good | Good | 9625 | 60.9 |
| May 2001 | Good | Good | Good | Good | 9625 | 60.9 |
| May 1999 | Good | Good | Good | Good | 9625 | 60.9 |
| May 1997 | Good | Good | Good | Good | 9625 | 60.4 |
| August 1995 | Fair | Good | Satisfactory | Good | 9625 | 61.2 |
| April 1993 | Fair | Good | Satisfactory | Good | 9610 | 49.0 |
| March 1991 | Poor | Fair | Serious | Good | 8798 | 9.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089053
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089053