Share: 
CHERRY AVE. over I-22
Map
Coordinates:
+33.59526, -86.88555
33°35'43" N, 86°53'08" W
+33.59526, -86.88555
33°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 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1015443
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1015443