ROSA L. PARKS AVE over CLOVERLAND DITCH
Map
Coordinates:
+32.32980, -86.3161032°19'47" N, 86°18'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROSA L. PARKS AVE over CLOVERLAND DITCH |
Structure number: | 014082 |
Old structure number: | 0000000951M0050 (from 1992 edition) |
Location: | 0.5 MI.N.OF S.CITY LIMITS |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Year reconstructed: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,500 [as of 1992] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 95.7 |
Estimated cost of work: | $822,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 3500 | 95.7 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 3500 | 95.7 |
April 2014 | Fair | Satisfactory | Satisfactory | Good | 3500 | 95.7 |
April 2012 | Fair | Satisfactory | Good | Good | 3500 | 95.7 |
April 2010 | Fair | Satisfactory | Good | Good | 3500 | 74.1 |
April 2008 | Fair | Satisfactory | Good | Good | 3500 | 74.1 |
April 2006 | Fair | Satisfactory | Good | Good | 3500 | 75.1 |
April 2004 | Good | Good | Good | Good | 3500 | 75.1 |
April 2002 | Good | Good | Good | Good | 3500 | 75.1 |
August 2000 | Good | Good | Good | Good | 3500 | 75.1 |
July 1998 | Good | Good | Good | Good | 3500 | 75.3 |
July 1996 | Good | Good | Good | Good | 3500 | 75.1 |
November 1994 | Good | Good | Good | Good | 3500 | 75.2 |
October 1992 | Good | Good | Good | Good | 3500 | 75.2 |
August 1990 | Good | Good | Good | Good | 3500 | 82.3 |