WOODLEY ROAD over DRAINAGE RELIEF
Map
Coordinates:
+32.28280, -86.2219032°16'58" N, 86°13'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WOODLEY ROAD over DRAINAGE RELIEF |
Structure number: | 013283 |
Old structure number: | 0000001551M000A (from 1992 edition) |
Location: | 0.9 MI.S VIG. LP. RD. |
Purpose: | Carries highway over relief for waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1984 |
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: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,000 [as of 1991] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.0 |
Estimated cost of work: | $1,404,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 5000 | 81.0 |
February 2016 | Good | Good | Good | Good | 5000 | 81.0 |
January 2014 | Good | Good | Good | Good | 5000 | 81.0 |
January 2012 | Good | Good | Good | Good | 5000 | 81.0 |
January 2010 | Good | Good | Good | Good | 5000 | 81.0 |
December 2008 | Good | Very Good | Very Good | Very Good | 5000 | 81.0 |
October 2006 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |
December 2004 | Good | Very Good | Good | Very Good | 5000 | 83.0 |
November 2002 | Good | Very Good | Good | Very Good | 5000 | 83.0 |
November 2000 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |
February 1999 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |
December 1996 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |
December 1993 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |
February 1991 | Good | Very Good | Very Good | Very Good | 5000 | 83.0 |