CHERRY AVE. over I-22
Map
Coordinates:
+33.59526, -86.8855533°35'43" N, 86°53'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHERRY AVE. over I-22 |
Structure number: | 017879 |
Location: | CHERRY AVE OVER I-22 |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 400.0 ft. [121.9 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $5,508,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 1000 | 99.6 |
April 2015 | Good | Good | Good | Good | 1000 | 99.6 |
April 2013 | Good | Good | Good | Good | 1000 | 99.6 |
April 2011 | Good | Good | Good | Good | 1000 | 99.6 |
April 2009 | Good | Good | Very Good | Good | 1000 | 99.6 |
May 2007 | Good | Good | Very Good | Good | 1000 | 99.6 |
May 2005 | Good | Very Good | Very Good | Very Good | 1000 | 99.6 |