US90 SR10 over Escambia River
Map
Coordinates:
+30.54900, -87.1952630°32'56" N, 87°11'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US90 SR10 over Escambia River |
Structure number: | 480137 |
Location: | 5.4mi. East of US29 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 210.6 ft. [64.2 m] |
Total length: | 1660.2 ft. [506.0 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Year reconstructed: | 2004 |
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] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,250 [as of 2017] |
Truck traffic: | 5% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 20250 | 98.0 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 18500 | 98.1 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 18000 | 96.8 |
May 2012 | Good | Good | Good | Good | 18000 | 96.8 |
June 2010 | Good | Very Good | Very Good | Very Good | 17750 | 96.8 |
June 2008 | Good | Very Good | Very Good | Very Good | 17250 | 96.8 |
July 2006 | Good | Very Good | Very Good | Very Good | 20000 | 91.9 |
August 2004 | Good | Very Good | Very Good | Very Good | 17250 | 92.7 |
July 2003 | Good | Good | Good | Good | 17000 | 80.9 |
July 2001 | Good | Good | Good | Good | 17250 | 79.9 |
March 2001 | Good | Good | Good | Good | 16500 | 73.7 |
August 1999 | Good | Good | Good | Good | 16500 | 73.7 |
July 1997 | Good | Good | Good | Good | 12500 | 81.0 |
August 1995 | Fair | Good | Good | Satisfactory | 15000 | 82.1 |
September 1993 | Fair | Good | Fair | Satisfactory | 13777 | 72.0 |
July 1991 | Fair | Good | Fair | Satisfactory | 10783 | 72.3 |