FOLEY BEACH EXPRES over INTRACOASTAL CANAL
Map
Coordinates:
+30.29622, -87.6325630°17'46" N, 87°37'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOLEY BEACH EXPRES over INTRACOASTAL CANAL |
Structure number: | 017939 |
Location: | 4.8 MI. EAST HWY 59 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Tolls: | Yes [1] |
Length of largest span: | 299.9 ft. [91.4 m] |
Total length: | 1860.0 ft. [566.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 72.2 ft. [22.0 m] |
Owner: | Private (other than railroad) [26] |
Year built: | 2000 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,575 [as of 2005] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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: | Scour calculation/evaluation has not been made. [6] |
Sufficiency rating: | 93.2 |
Estimated cost of work: | $17,959,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Good | 2575 | 93.2 |
June 2015 | Fair | Satisfactory | Good | Good | 2575 | 93.2 |
June 2013 | Good | Good | Good | Good | 2575 | 93.2 |
June 2011 | Good | Good | Good | Good | 2575 | 93.2 |
June 2009 | Good | Good | Good | Good | 2575 | 93.2 |
June 2007 | Good | Good | Good | Good | 2575 | 93.2 |
October 2005 | Good | Good | Good | Very Good | 2575 | 93.2 |
August 2003 | Fair | Good | Satisfactory | Very Good | 2500 | 93.3 |
June 2000 | Fair | Good | Satisfactory | Very Good | 2500 | 93.3 |