Bryant Bridge Road over Blackwater River
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+30.72361, -86.7933330°43'25" N, 86°47'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Bryant Bridge Road over Blackwater River |
Structure number: | 584084 |
Location: | 1.9MI North of US-90 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.4 ft. [5.0 m] |
Total length: | 180.5 ft. [55.0 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | State Park, Forest, or Reservation Agency [11] |
Year built: | 1975 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 12 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: December 2014
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 105 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 27.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,234,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2014 | Poor | Satisfactory | Fair | Poor | 105 | 27.8 |
December 2013 | Poor | Satisfactory | Fair | Poor | 105 | 27.9 |
December 2012 | Poor | Satisfactory | Poor | Poor | 105 | 33.5 |
December 2010 | Fair | Good | Satisfactory | Satisfactory | 105 | 85.4 |
January 2009 | Fair | Fair | Satisfactory | Good | 105 | 84.3 |
February 2007 | Fair | Fair | Satisfactory | Good | 105 | 84.3 |
May 2005 | Fair | Fair | Satisfactory | Good | 105 | 84.3 |
June 2003 | Fair | Fair | Satisfactory | Good | 105 | 84.3 |
July 2001 | Fair | Good | Satisfactory | Good | 105 | 85.2 |
August 1999 | Fair | Good | Satisfactory | Good | 105 | 81.7 |
September 1998 | Fair | Good | Satisfactory | Good | 105 | 81.7 |
September 1996 | Fair | Good | Satisfactory | Good | 105 | 82.8 |
September 1994 | Good | Good | Good | Good | 105 | 82.8 |
November 1992 | Good | Good | Good | Good | 105 | 79.8 |
October 1990 | Good | Good | Good | Good | 100 | 90.9 |