WASHINGTON STREET over MIDSOUTH RAILROAD
Map
Coordinates:
+32.34500, -90.8833332°20'42" N, 90°52'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WASHINGTON STREET over MIDSOUTH RAILROAD |
Structure number: | SA7500000000049 |
Location: | SEC 22 T16N R 3E |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Masonry [8] |
Main span design: | Other [00] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 8,250 [as of 2010] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 58.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $50,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
September 2015 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
September 2013 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 67.9 |
October 2011 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
January 2011 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
January 2010 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
December 2007 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
February 2006 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
January 2004 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.1 |
January 2002 | Fair | Satisfactory | Satisfactory | Fair | 8250 | 58.0 |
March 2000 | Fair | Satisfactory | Satisfactory | Fair | 7500 | 58.2 |
January 1998 | Fair | Very Good | Satisfactory | Satisfactory | 7500 | 68.4 |
January 1996 | Fair | Very Good | Satisfactory | Satisfactory | 7500 | 65.4 |