FORTIFICATION ST over ABANDONED RAILROAD
Map
Coordinates:
+32.31134, -90.1662832°18'41" N, 90°09'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FORTIFICATION ST over ABANDONED RAILROAD |
Structure number: | 170005502509570 |
Location: | 0.1 MI W OF I 55 MP 95.7 |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 358.9 ft. [109.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Vertical clearance below bridge: | 23.3 ft. [7.1 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | 7 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,500 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry 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] |
Operating rating: | 60.6 tons [55.1 metric tons] |
Inventory rating: | 54.3 tons [49.4 metric tons] |
Sufficiency rating: | 77.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $938,000,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 77.0 | Good | Very Good | Very Good | Very Good | FO | 8500 |
July 2014 | 77.0 | Good | Very Good | Very Good | Very Good | FO | 8500 |
July 2012 | 77.0 | Good | Very Good | Very Good | Very Good | FO | 8500 |
June 2010 | 77.0 | Good | Very Good | Very Good | Very Good | FO | 8500 |
June 2008 | 76.9 | Good | Very Good | Very Good | Very Good | FO | 9000 |
October 2006 | 76.9 | Good | Very Good | Very Good | Very Good | FO | 9000 |
October 2004 | 79.0 | Good | Very Good | Very Good | Very Good | FO | 8000 |
October 2002 | 79.0 | Good | Very Good | Very Good | Very Good | FO | 8000 |
October 2000 | 79.0 | Good | Very Good | Very Good | Very Good | FO | 8000 |
August 1998 | 79.0 | Good | Very Good | Very Good | Very Good | FO | 8000 |
December 1996 | 79.0 | Good | Very Good | Very Good | Very Good | FO | 8000 |
January 1995 | 81.3 | Good | Very Good | Very Good | Very Good | - | 7230 |