BELL STREET over I-65 AND RAMPS I AND J
Map
Coordinates:
+32.37752, -86.3225132°22'39" N, 86°19'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BELL STREET over I-65 AND RAMPS I AND J |
Structure number: | 009780 |
Location: | BELL ST(OLD AL 108)* I-65 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 107.0 ft. [32.6 m] |
Total length: | 338.9 ft. [103.3 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 4 |
Main spans material: | Steel [3] |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,720 [as of 2003] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $5,259,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Satisfactory | Satisfactory | 9720 | 71.9 |
May 2015 | Fair | Fair | Satisfactory | Satisfactory | 9720 | 71.9 |
May 2013 | Fair | Satisfactory | Satisfactory | Good | 9720 | 73.0 |
May 2011 | Fair | Satisfactory | Satisfactory | Good | 9720 | 73.0 |
May 2009 | Fair | Satisfactory | Satisfactory | Good | 9720 | 73.0 |
May 2007 | Fair | Satisfactory | Satisfactory | Good | 9720 | 73.0 |
May 2005 | Fair | Satisfactory | Satisfactory | Good | 9720 | 73.0 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 9000 | 73.2 |
April 2001 | Fair | Satisfactory | Satisfactory | Good | 9000 | 73.2 |
April 1999 | Fair | Satisfactory | Satisfactory | Good | 7658 | 73.6 |
April 1997 | Fair | Satisfactory | Satisfactory | Good | 7300 | 75.8 |
April 1995 | Good | Good | Good | Good | 7100 | 73.9 |
March 1993 | Good | Good | Good | Good | 6980 | 74.9 |